{"id":429,"date":"2026-08-19T06:09:18","date_gmt":"2026-08-19T06:09:18","guid":{"rendered":"https:\/\/soil-stabilisor.com\/?page_id=429"},"modified":"2026-08-19T08:06:28","modified_gmt":"2026-08-19T08:06:28","slug":"soil-stabilizer","status":"publish","type":"page","link":"https:\/\/soil-stabilisor.com\/ja\/soil-stabilizer\/","title":{"rendered":"\u571f\u58cc\u5b89\u5b9a\u5264"},"content":{"rendered":"

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background:var(--white);border:1px solid var(--rule);border-radius:6px;<!-- [et_pb_line_break_holder] --> padding:18px 22px;border-left:3px solid var(--o);<!-- [et_pb_line_break_holder] --> transition:box-shadow .2s;<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] -->.irc-card:hover{box-shadow:0 2px 12px rgba(0,0,0,0.06);}<!-- [et_pb_line_break_holder] -->.irc-code{font-size:11px;font-weight:700;color:var(--o);letter-spacing:.06em;text-transform:uppercase;margin-bottom:5px;}<!-- [et_pb_line_break_holder] -->.irc-title{font-size:14px;font-weight:700;color:var(--ink);margin-bottom:4px;}<!-- [et_pb_line_break_holder] -->.irc-detail{font-size:13px;color:var(--muted);line-height:1.6;}<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->\/* \u2500\u2500\u2500 COMPARE TABLE \u2500\u2500\u2500 *\/<!-- [et_pb_line_break_holder] -->.compare-section{background:var(--white);}<!-- [et_pb_line_break_holder] -->.cmp-wrap{margin-top:56px;border:1px solid var(--rule);border-radius:8px;overflow:hidden;}<!-- [et_pb_line_break_holder] -->.cmp-row{display:grid;grid-template-columns:200px 1fr 1fr;}<!-- [et_pb_line_break_holder] -->.cmp-row+.cmp-row{border-top:1px solid var(--rule);}<!-- [et_pb_line_break_holder] -->\/* header *\/<!-- [et_pb_line_break_holder] -->.cmp-head .cc{<!-- [et_pb_line_break_holder] --> padding:16px 20px;font-size:11px;font-weight:700;letter-spacing:.06em;text-transform:uppercase;<!-- [et_pb_line_break_holder] --> color:var(--muted);background:var(--bg);border-right:1px solid var(--rule);<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] -->.cmp-head .cc:last-child{border-right:none;}<!-- [et_pb_line_break_holder] -->.cmp-head .cc.hl{<!-- [et_pb_line_break_holder] --> color:var(--white);background:var(--o);<!-- [et_pb_line_break_holder] --> border-top:none;<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] -->\/* group rows *\/<!-- [et_pb_line_break_holder] -->.cmp-group .cc{<!-- [et_pb_line_break_holder] --> padding:9px 20px;background:var(--bg);<!-- [et_pb_line_break_holder] --> font-size:10px;font-weight:700;letter-spacing:.1em;text-transform:uppercase;color:var(--muted);<!-- [et_pb_line_break_holder] --> border-right:1px solid var(--rule);<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] -->.cmp-group .cc:last-child{border-right:none;}<!-- [et_pb_line_break_holder] -->.cmp-group .cc.hl{background:#FDE8D4;color:var(--od);}<!-- [et_pb_line_break_holder] -->\/* data cells *\/<!-- [et_pb_line_break_holder] -->.cc{padding:13px 20px;font-size:13px;border-right:1px solid var(--rule);}<!-- [et_pb_line_break_holder] -->.cc:last-child{border-right:none;}<!-- [et_pb_line_break_holder] -->.cc.key{color:var(--muted);font-weight:400;}<!-- [et_pb_line_break_holder] -->.cc.val{font-weight:600;color:var(--ink);}<!-- [et_pb_line_break_holder] -->.cc.hl{background:#FFF3EA;}<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->\/* \u2500\u2500\u2500 FAQ \u2500\u2500\u2500 *\/<!-- [et_pb_line_break_holder] -->.faq-section{background:var(--bg);}<!-- [et_pb_line_break_holder] -->.faq-list{margin-top:56px;display:flex;flex-direction:column;gap:2px;}<!-- [et_pb_line_break_holder] -->.faq-item{background:var(--white);border:1px solid var(--rule);border-radius:6px;overflow:hidden;}<!-- [et_pb_line_break_holder] -->.faq-item.open{border-color:var(--o);}<!-- [et_pb_line_break_holder] -->.faq-q{<!-- [et_pb_line_break_holder] --> padding:22px 32px;font-size:15px;font-weight:600;color:var(--ink);<!-- [et_pb_line_break_holder] --> cursor:pointer;display:flex;justify-content:space-between;align-items:center;gap:24px;<!-- [et_pb_line_break_holder] --> user-select:none;transition:color .15s;<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] -->.faq-q:hover{color:var(--o);}<!-- [et_pb_line_break_holder] -->.faq-item.open .faq-q{color:var(--ink);}<!-- [et_pb_line_break_holder] -->.faq-icon{<!-- [et_pb_line_break_holder] --> width:28px;height:28px;flex-shrink:0;<!-- [et_pb_line_break_holder] --> display:flex;align-items:center;justify-content:center;<!-- [et_pb_line_break_holder] --> color:var(--muted);transition:transform .25s,color .15s;<!-- [et_pb_line_break_holder] --> font-size:18px;line-height:1;font-weight:300;<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] -->.faq-item.open .faq-icon{transform:rotate(45deg);color:var(--o);}<!-- [et_pb_line_break_holder] -->.faq-a{<!-- [et_pb_line_break_holder] --> display:none;<!-- [et_pb_line_break_holder] --> padding:0 32px 24px;<!-- [et_pb_line_break_holder] --> font-size:14px;line-height:1.78;color:var(--mid);<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] -->.faq-item.open .faq-a{display:block;}<!-- [et_pb_line_break_holder] -->.faq-divider{height:1px;background:var(--rule);margin:0 0 18px;}<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->\/* \u2500\u2500\u2500 CTA \u2500\u2500\u2500 *\/<!-- [et_pb_line_break_holder] -->.cta-section{<!-- [et_pb_line_break_holder] --> background:var(--ink);<!-- [et_pb_line_break_holder] --> padding:80px 108px;text-align:center;<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] -->.cta-h2{font-size:clamp(28px,4vw,52px);font-weight:900;letter-spacing:-.03em;line-height:1.05;color:#fff;margin-bottom:14px;}<!-- [et_pb_line_break_holder] -->.cta-h2 span{color:var(--o);}<!-- [et_pb_line_break_holder] -->.cta-lead{font-size:16px;line-height:1.7;color:rgba(255,255,255,0.45);max-width:520px;margin:0 auto 40px;}<!-- [et_pb_line_break_holder] -->.cta-row{display:flex;align-items:center;justify-content:center;gap:32px;flex-wrap:wrap;}<!-- [et_pb_line_break_holder] -->.cta-contact{display:flex;align-items:center;gap:12px;}<!-- [et_pb_line_break_holder] -->.cta-contact-icon{<!-- [et_pb_line_break_holder] --> width:44px;height:44px;border-radius:6px;<!-- [et_pb_line_break_holder] --> background:var(--o);<!-- [et_pb_line_break_holder] --> display:flex;align-items:center;justify-content:center;font-size:18px;<!-- [et_pb_line_break_holder] --> flex-shrink:0;<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] -->.cta-contact-label{font-size:11px;font-weight:600;letter-spacing:.07em;text-transform:uppercase;color:rgba(255,255,255,0.35);margin-bottom:3px;}<!-- [et_pb_line_break_holder] -->.cta-contact-val{font-size:14px;font-weight:700;}<!-- [et_pb_line_break_holder] -->.cta-contact-val a{color:#fff;text-decoration:none;}<!-- [et_pb_line_break_holder] -->.cta-contact-val a:hover{color:var(--o);}<!-- [et_pb_line_break_holder] -->.cta-div{width:1px;height:40px;background:rgba(255,255,255,0.1);}<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->\/* \u2500\u2500\u2500 RESPONSIVE \u2500\u2500\u2500 *\/<!-- [et_pb_line_break_holder] -->@media(max-width:1100px){<!-- [et_pb_line_break_holder] --> .hero{grid-template-columns:1fr;gap:40px;padding:52px 40px 60px;}<!-- [et_pb_line_break_holder] --> .pcard-imgs{grid-template-columns:1fr 1fr;}<!-- [et_pb_line_break_holder] --> .pcard-img-main{grid-column:span 1;}<!-- [et_pb_line_break_holder] --> .pcard-img-side{display:none;}<!-- [et_pb_line_break_holder] --> .pcard-body{grid-template-columns:1fr;gap:32px;padding:32px 36px;}<!-- [et_pb_line_break_holder] --> .system-grid{grid-template-columns:1fr 1fr;}<!-- [et_pb_line_break_holder] --> .app-grid{grid-template-columns:1fr 1fr;}<!-- [et_pb_line_break_holder] --> .irc-band{grid-template-columns:1fr;gap:40px;padding:60px 40px;}<!-- [et_pb_line_break_holder] --> .irc-left{position:static;}<!-- [et_pb_line_break_holder] --> .cmp-row{grid-template-columns:150px 1fr 1fr;}<!-- [et_pb_line_break_holder] --> .soil-row{grid-template-columns:140px 1fr 1fr;}<!-- [et_pb_line_break_holder] --> .soil-row .sc:last-child{display:none;}<!-- [et_pb_line_break_holder] --> .section{padding:64px 48px;}<!-- [et_pb_line_break_holder] --> .strip{padding:0 40px;flex-wrap:wrap;}<!-- [et_pb_line_break_holder] --> .strip-item{min-width:50%;padding:20px 0;padding-right:24px;}<!-- [et_pb_line_break_holder] --> .strip-item+.strip-item{padding-left:24px;}<!-- [et_pb_line_break_holder] --> .cta-section{padding:60px 40px;}<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] -->@media(max-width:640px){<!-- [et_pb_line_break_holder] --> .hero{padding:36px 24px 48px;}<!-- [et_pb_line_break_holder] --> .section{padding:52px 28px;}<!-- [et_pb_line_break_holder] --> .app-grid,.system-grid{grid-template-columns:1fr;}<!-- [et_pb_line_break_holder] --> .irc-band{padding:52px 28px!important;}.cta-section{padding:52px 28px;}<!-- [et_pb_line_break_holder] --> .strip{padding:0 24px;}<!-- [et_pb_line_break_holder] --> .cmp-row{grid-template-columns:120px 1fr 1fr;}<!-- [et_pb_line_break_holder] --> .soil-row{grid-template-columns:120px 1fr;}<!-- [et_pb_line_break_holder] --> .soil-row .sc:nth-child(3),.soil-row .sc:nth-child(4){display:none;}<!-- [et_pb_line_break_holder] --> .pcard-body{padding:24px;}<!-- [et_pb_line_break_holder] --> .cta-row{flex-direction:column;gap:20px;}<!-- [et_pb_line_break_holder] --> .cta-div{width:40px;height:1px;}<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] --><\/style>\n<p><!-- [et_pb_line_break_holder] --><\/head><!-- [et_pb_line_break_holder] --><body><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- HERO --><!-- [et_pb_line_break_holder] --><\/p>\n<section class=\"hero\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"hero-bg\"><img decoding=\"async\" src=\"https:\/\/soil-stabilisor.com\/wp-content\/uploads\/2026\/08\/Soil-Stabilizer-Hero.webp\" alt=\"THOR ST Soil Stabilizer in field operation\"><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"hero-overlay\"><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"hero-eyebrow\">Soil Stabilization Equipment<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<h1 class=\"hero-h1\">Mix. Stabilize.<!\u2013- [et_pb_br_holder] -\u2013><span>Build to Last.<\/span><\/h1>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"hero-desc\">Two tractor-mounted machines \u2014 one complete in-situ stabilization system. Precise binder application followed by uniform mixing to 350 mm depth. IRC:SP:89 compliant. Proven on Black Cotton Soil.<\/pee><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"hero-btns\"><!-- [et_pb_line_break_holder] --> <a href=\"#contact\" class=\"btn-o\" style=\"font-size:15px;padding:15px 32px;\">Request a Quote \u2192<\/a><!-- [et_pb_line_break_holder] --> <a href=\"#products\" class=\"btn-ghost\" style=\"font-size:15px;padding:15px 32px;\">View Machines<\/a><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- STRIP --><!-- [et_pb_line_break_holder] --><\/p>\n<div class=\"strip\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-item\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-num\">350\u30df\u30ea\u30e1\u30fc\u30c8\u30eb<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-label\">Max treatment depth<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-item\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-num\">480 m\u00b2\/h<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-label\">Field output rate<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-item\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-num\">1.5\u20133.0 MPa<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-label\">Soaked UCS \u2014 IRC:SP:89<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-item\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-num\">20\u201350 yr<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"strip-label\">Design service life<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- PRODUCTS --><!-- [et_pb_line_break_holder] --><\/p>\n<section class=\"section products-section\" id=\"products\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"slabel\">Equipment<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<h2 class=\"sh2\">Two Machines. One <em>Complete System.<\/em><\/h2>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"slead\">The THOR ST and DCW 2.2 are engineered to work in tandem \u2014 the spreader applies binder at calibrated rate, the stabilizer mixes uniformly to the full design depth in one pass.<\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"products\"><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --> <!-- THOR ST --><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard\" id=\"thor-st\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-imgs\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-img-main\"><!-- [et_pb_line_break_holder] --> <img decoding=\"async\" src=\"https:\/\/soil-stabilisor.com\/wp-content\/uploads\/2026\/03\/THOR-ST-Soil-Stabilizer-Application.webp\" alt=\"THOR ST Soil Stabilizer machine in operation on road subgrade\"><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-img-side\"><!-- [et_pb_line_break_holder] --> <img decoding=\"async\" src=\"https:\/\/soil-stabilisor.com\/wp-content\/uploads\/2026\/03\/THOR-ST-Soil-Stabilizer-Product.webp\" alt=\"THOR ST Soil Stabilizer machine product view\"><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-body\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-badge\">Primary Machine<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-name\">THOR ST<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-sub\">Tractor-Mounted Rotary Soil Stabilizer<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"pcard-desc\">The RK4 rotor with carbide-tipped teeth mills soil to the set depth while blending binder uniformly \u2014 cement, lime, fly ash, GGBS, or foamed bitumen \u2014 in a single coordinated pass. Integrated water injection maintains OMC throughout.<\/pee><!-- [et_pb_line_break_holder] --> <\/p>\n<ul class=\"pcard-bullets\"><!-- [et_pb_line_break_holder] --> <\/p>\n<li>RK4 rotor \u2014 adjustable working depth up to 350 mm<\/li>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<li>Rear PTO drive, Cat. 2 three-point hitch<\/li>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<li>Works with all dry and liquid chemical binders<\/li>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<li>Integrated water injection system \u2014 maintains OMC during mix<\/li>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<li>Typical output: \u2248 480 m\u00b2\/hour at 3 km\/h working speed<\/li>\n<p><!-- [et_pb_line_break_holder] --> <\/ul>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-cta\"><!-- [et_pb_line_break_holder] --> <a href=\"#contact\" class=\"btn-o\">Request a Quote \u2192<\/a><!-- [et_pb_line_break_holder] --> <a href=\"#compare\" class=\"btn-ghost\" style=\"border-color:var(--rule);color:var(--mid);\">Full Specs \u2193<\/a><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-spec\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-spec-head\">Key Specifications<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">\u4f5c\u696d\u5e45<\/div>\n<div class=\"mini-v\">2.4\u30e1\u30fc\u30c8\u30eb<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">Max Depth<\/div>\n<div class=\"mini-v\">350\u30df\u30ea\u30e1\u30fc\u30c8\u30eb<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">Rotor<\/div>\n<div class=\"mini-v\">RK4 Carbide<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">Engine (min.)<\/div>\n<div class=\"mini-v\">90\u2013150 HP<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">Linkage<\/div>\n<div class=\"mini-v\">Cat. 2<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">Output<\/div>\n<div class=\"mini-v\">\u2248 480 m\u00b2\/h<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --> <!-- DCW 2.2 --><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard\" id=\"dcw\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-imgs\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-img-main\"><!-- [et_pb_line_break_holder] --> <img decoding=\"async\" src=\"https:\/\/soil-stabilisor.com\/wp-content\/uploads\/2026\/03\/DCW-2.2-Binder-Spreader-Product.webp\" alt=\"DCW 2.2 Binder Spreader product view\"><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-img-side\"><!-- [et_pb_line_break_holder] --> <img decoding=\"async\" src=\"https:\/\/soil-stabilisor.com\/wp-content\/uploads\/2026\/03\/DCW-2.2-Binder-Spreader-Application.webp\" alt=\"DCW 2.2 applying lime to road subgrade\"><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-body\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-badge\">Companion Machine<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-name\">DCW 2.2<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-sub\">Calibrated Dry Powder Binder Spreader<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"pcard-desc\">Accurate binder application is as critical as mixing \u2014 under-dosing fails to reach target UCS; over-dosing causes shrinkage cracking. The DCW 2.2 applies cement, lime, and fly ash at \u00b12% accuracy, controlled by tractor forward speed.<\/pee><!-- [et_pb_line_break_holder] --> <\/p>\n<ul class=\"pcard-bullets\"><!-- [et_pb_line_break_holder] --> <\/p>\n<li>\u00b12% application accuracy \u2014 prevents under and over-dosing<\/li>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<li>Speed-proportional control \u2014 rate adjusts automatically with travel speed<\/li>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<li>Front-mount configuration \u2014 pairs with THOR ST on same tractor<\/li>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<li>Compatible with OPC, PPC, PSC, quicklime, fly ash, GGBS<\/li>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<li>2.2 m spreading width \u2014 matched to THOR ST working width<\/li>\n<p><!-- [et_pb_line_break_holder] --> <\/ul>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"pcard-cta\"><!-- [et_pb_line_break_holder] --> <a href=\"#contact\" class=\"btn-o\">Request a Quote \u2192<\/a><!-- [et_pb_line_break_holder] --> <a href=\"#compare\" class=\"btn-ghost\" style=\"border-color:var(--rule);color:var(--mid);\">Full Specs \u2193<\/a><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-spec\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-spec-head\">Key Specifications<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">Spread Width<\/div>\n<div class=\"mini-v\">2.2 m<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">Accuracy<\/div>\n<div class=\"mini-v\">\u00b12%<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">Binders<\/div>\n<div class=\"mini-v\">All dry powder<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">Drive<\/div>\n<div class=\"mini-v\">Speed-proportional<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">Linkage<\/div>\n<div class=\"mini-v\">Cat. 2 front<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"mini-row\">\n<div class=\"mini-k\">Mounting<\/div>\n<div class=\"mini-v\">Front 3-point hitch<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- 5-STEP SYSTEM --><!-- [et_pb_line_break_holder] --><\/p>\n<section class=\"section system-section\" id=\"system\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"slabel\">How It Works<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<h2 class=\"sh2\">Five Steps to a <em>Compliant<\/em> Stabilized Layer<\/h2>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"slead\">In-situ surface mixing per IRC:SP:89 \u2014 from binder spreading to curing membrane, achievable in a single working shift for most road subgrade projects.<\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"system-grid\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-step\">1<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-title\">Subgrade Preparation<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"sys-body\">Grade and scarify the subgrade. Check moisture \u2014 target within 2% of OMC. For PI > 20, apply quicklime first and allow 24\u201372 hours for cation exchange before cement treatment.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-step\">2<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-title\">DCW 2.2 Binder Spreading<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"sys-body\">DCW 2.2 applies cement or lime at the calibrated design rate. Speed-proportional control maintains \u00b12% accuracy \u2014 preventing the two most common failure modes: under and over-dosing.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-step\">3<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-title\">THOR ST In-Situ Mixing<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"sys-body\">RK4 rotor mills to design depth up to 350 mm, blending binder uniformly through the full treatment zone. Integrated water injection maintains OMC throughout the pass.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-step\">4<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-title\">Compact to 97% MDD<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"sys-body\">Complete compaction within 2 hours of cement mixing. Pneumatic + smooth drum roller achieves 97% Modified Proctor MDD. Verify by nuclear density gauge or sand replacement.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-step\">5<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-title\">Cure and Test<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"sys-body\">Apply bituminous curing membrane within 30 minutes of final rolling. Core at 7 days \u2014 soaked UCS \u2265 1.5 MPa per IRC:SP:89 required before surfacing proceeds.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-card sys-result\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-step\">\u2713<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sys-title\">20\u201350 Year Design Life<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"sys-body\">CSH and CAH crystals formed during cement hydration are permanent. A correctly stabilized subgrade retains 70\u201390% of its bearing capacity when fully saturated \u2014 surviving every monsoon.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- SOIL TABLE --><!-- [et_pb_line_break_holder] --><\/p>\n<section class=\"section soil-section\" id=\"soils\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"slabel\">Soil Matching Guide<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<h2 class=\"sh2\">Which Material for <em>Your<\/em> Soil?<\/h2>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"slead\">Material selection follows plasticity index. Specifying cement on PI > 35 clay without lime pre-treatment is the most common cause of stabilization failure in India.<\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"soil-table\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"soil-row soil-head\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">Soil Type<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">Condition & Region<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">Recommended Treatment<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">Standard<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"soil-row\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">\n<div class=\"soil-name\">\u30d6\u30e9\u30c3\u30af\u30b3\u30c3\u30c8\u30f3\u30bd\u30a4\u30eb<\/div>\n<div class=\"soil-pi\">PI > 35<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">Maharashtra, Karnataka, MP, Telangana, AP \u2014 expansive, unworkable when saturated<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\"><span class=\"tag tag-lime\">Quicklime 4\u20136%<\/span> then <span class=\"tag tag-cement\">OPC 4\u20136%<\/span> two-stage<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\"><span class=\"std\">IRC:SP:89<\/span><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"soil-row\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">\n<div class=\"soil-name\">Moderate Clay<\/div>\n<div class=\"soil-pi\">PI 20\u201335<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">Mixed alluvial and residual soils \u2014 transition zones between BCS and granular terrain<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\"><span class=\"tag tag-lime\">Lime 3\u20135%<\/span> + <span class=\"tag tag-cement\">Cement 4\u20136%<\/span> or lime-fly ash<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\"><span class=\"std\">IRC:SP:89<\/span><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"soil-row\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">\n<div class=\"soil-name\">Low-PI Clay \/ Silt<\/div>\n<div class=\"soil-pi\">PI 10\u201320<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">North India alluvial plains \u2014 UP, Bihar, West Bengal \u2014 soft subgrade needing strength<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\"><span class=\"tag tag-cement\">OPC\/PPC 5\u20139%<\/span> + fly ash 10\u201315% optional<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\"><span class=\"std\">IRC:SP:89<\/span><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"soil-row\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">\n<div class=\"soil-name\">Granular \/ Sandy<\/div>\n<div class=\"soil-pi\">PI < 10<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">Coastal zones, river beds, Rajasthan and Gujarat desert fringe<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\"><span class=\"tag tag-cement\">OPC 3\u20137%<\/span> or foamed bitumen 2\u20134%<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\"><span class=\"std\">IRC:SP:89<\/span><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"soil-row\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">\n<div class=\"soil-name\">Sulphate-Bearing<\/div>\n<div class=\"soil-pi\">SO\u2083 > 0.5%<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\">Industrial areas, evaporite deposits \u2014 OPC causes ettringite heave, do not use<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\"><span class=\"tag tag-lime\">PSC \/ SRC only<\/span> \u2014 test sulphate expansion first<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"sc\"><span class=\"std\">ASTM D559<\/span><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- APPLICATIONS --><!-- [et_pb_line_break_holder] --><\/p>\n<section class=\"section app-section\" id=\"applications\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"slabel\">Applications<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<h2 class=\"sh2\">Where the <em>THOR ST<\/em> Works<\/h2>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"slead\">From national highway subgrade to rural PMGSY roads and agricultural hardpan breaking \u2014 one machine, multiple use cases across India’s diverse soil and climate conditions.<\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-grid\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-imgwrap\"><!-- [et_pb_line_break_holder] --> <img decoding=\"async\" class=\"app-img\" src=\"https:\/\/soil-stabilisor.com\/wp-content\/uploads\/2026\/03\/THOR-ST-Soil-Stabilizer-Application.webp\" alt=\"Road subgrade stabilization National Highway Black Cotton Soil\"><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-body\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-tag\">Road Construction<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-title\">National Highway & Rural Road Subgrade<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"app-desc\">Lime + cement two-stage treatment on Black Cotton Soil for NHAI and PMGSY projects. Achieves IRC:SP:89 structural stabilization that counts toward IRC:37 pavement thickness design.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-imgwrap\"><!-- [et_pb_line_break_holder] --> <img decoding=\"async\" class=\"app-img\" src=\"https:\/\/soil-stabilisor.com\/wp-content\/uploads\/2026\/03\/THOR-ST-Soil-Stabilizer-Construction.webp\" alt=\"Full depth reclamation of failed asphalt road\"><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-body\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-tag\">Road Rehabilitation<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-title\">Full Depth Reclamation<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"app-desc\">Mills failed pavement and subgrade in-place, blends cement or foamed bitumen, recompacts as new stabilized base. Costs 30\u201350% less than conventional rebuild \u2014 no excavation, no aggregate import.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-imgwrap\"><!-- [et_pb_line_break_holder] --> <img decoding=\"async\" class=\"app-img\" src=\"https:\/\/soil-stabilisor.com\/wp-content\/uploads\/2026\/03\/THOR-ST-Soil-Stabilizer-Adjustable-Milling-Depth.webp\" alt=\"Embankment fill stabilization slope protection\"><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-body\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-tag\">Embankment & Slope<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-title\">Embankment Fill Stabilization<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"app-desc\">Lime stabilization reduces seepage, increases shear strength against mass movement, and provides an erosion-resistant surface \u2014 protecting adjacent farmland from monsoon waterlogging.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-imgwrap\"><!-- [et_pb_line_break_holder] --> <img decoding=\"async\" class=\"app-img\" src=\"https:\/\/soil-stabilisor.com\/wp-content\/uploads\/2026\/03\/Rotor-RK4.webp\" alt=\"RK4 rotor detail for agricultural hardpan breaking\"><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-body\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-tag\">Agriculture<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-title\">Hardpan Breaking & Soil Amendment<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"app-desc\">Deep rotor penetration fractures compaction layers blocking monsoon infiltration. Combined with lime for pH correction \u2014 reduces surface runoff by 40\u201370% and increases crop water availability.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-imgwrap\"><!-- [et_pb_line_break_holder] --> <img decoding=\"async\" class=\"app-img\" src=\"https:\/\/soil-stabilisor.com\/wp-content\/uploads\/2026\/03\/DCW-2.2-Binder-Spreader-Application.webp\" alt=\"Industrial platform cement stabilization\"><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-body\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-tag\">Industrial<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-title\">Platforms, Yards & Warehouse Floors<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"app-desc\">High UCS (2.0\u20135.0 MPa) cement stabilization for container yards, warehouse slabs, and airport aprons. 7-day strength gain meets fast construction programmes without aggregate import.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-imgwrap\"><!-- [et_pb_line_break_holder] --> <img decoding=\"async\" class=\"app-img\" src=\"https:\/\/soil-stabilisor.com\/wp-content\/uploads\/2026\/03\/DCW-2.2-Binder-Spreader.webp\" alt=\"Mine road dust control and stabilization\"><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-body\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-tag\">Dust & Erosion Control<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"app-title\">Mine Haul Roads & Access Tracks<\/div>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"app-desc\">Lime or calcium chloride surface stabilization for unpaved mine roads. Eliminates fine particle detachment, reduces PM10 dust emissions, and extends haul road service life without structural treatment.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- IRC BAND --><!-- [et_pb_line_break_holder] --><\/p>\n<section class=\"irc-band\" id=\"standards\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-left\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"slabel\">Design Standards<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<h2 class=\"irc-h2\">Built Around<!\u2013- [et_pb_br_holder] -\u2013><em style=\"color:var(--o)\">IRC:SP:89<\/em><\/h2>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"irc-lead\">Every THOR ST specification \u2014 working width, treatment depth, water injection rate, rotor geometry \u2014 is calibrated to the acceptance criteria of India’s soil stabilization standard. When the machine completes its pass, the layer is ready to test.<\/pee><!-- [et_pb_line_break_holder] --> <a href=\"#contact\" class=\"btn-o\" style=\"align-self:flex-start;\">Discuss Your Project \u2192<\/a><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-right\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-code\">IRC:SP:89-2010<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-title\">Guidelines for Soil and Granular Material Stabilization<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-detail\">Soaked UCS: 1.5\u20133.0 MPa at 7 days (cured at 40\u00b0C). Compaction: 97% MDD. Swell: \u2264 1.5%. Modification minimum: 0.175 MPa.<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-code\">IRC:37-2012<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-title\">Guidelines for Design of Flexible Pavements<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-detail\">Stabilized layers achieving \u2265 1.5 MPa soaked UCS count as structural pavement layers \u2014 reducing granular and asphalt thickness requirements above.<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-code\">ASTM D559 \/ D560<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-title\">Wet-Dry & Freeze-Thaw Durability Tests<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-detail\">Recommended alongside IRC for Deccan Plateau (wet-dry cycling) and Himalayan (freeze-thaw) projects. Weight loss acceptance: < 14% after 12 cycles.<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-card\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-code\">IS:4332 (Parts 1\u20136)<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-title\">BIS Methods of Test for Stabilized Soils<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"irc-detail\">Indian standard test suite for UCS, swell, CBR of stabilized soils \u2014 the quality control framework for THOR ST field verification.<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- COMPARE TABLE --><!-- [et_pb_line_break_holder] --><\/p>\n<section class=\"section compare-section\" id=\"compare\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"slabel\">Technical Specifications<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<h2 class=\"sh2\">Full <em>\u4ed5\u69d8<\/em> Comparison<\/h2>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"slead\">Both machines ship as the India Watanabe stabilization package. Front + rear configuration allows a single tractor and one operator to complete spreading and mixing in one pass.<\/pee><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-wrap\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row cmp-head\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cc\">\u4ed5\u69d8<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cc hl\">THOR ST \u2014 Soil Stabilizer<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cc\">DCW 2.2 \u2014 Binder Spreader<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row cmp-group\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cc\">Machine Type<\/div>\n<div class=\"cc hl\"><\/div>\n<div class=\"cc\"><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">Function<\/div>\n<div class=\"cc val hl\">In-situ rotary soil mixing<\/div>\n<div class=\"cc val\">Dry powder binder spreading<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">Mounting<\/div>\n<div class=\"cc val hl\">Rear 3-point hitch (Cat. 2)<\/div>\n<div class=\"cc val\">Front 3-point hitch (Cat. 2)<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">Drive<\/div>\n<div class=\"cc val hl\">Rear PTO \u2014 540 RPM<\/div>\n<div class=\"cc val\">Speed-proportional mechanical<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row cmp-group\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cc\">Working Dimensions<\/div>\n<div class=\"cc hl\"><\/div>\n<div class=\"cc\"><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">\u4f5c\u696d\u5e45<\/div>\n<div class=\"cc val hl\">2.4\u30e1\u30fc\u30c8\u30eb<\/div>\n<div class=\"cc val\">2.2 m<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">Treatment Depth (max.)<\/div>\n<div class=\"cc val hl\">350 mm adjustable<\/div>\n<div class=\"cc val\">N\/A \u2014 surface application<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">Rotor \/ Mechanism<\/div>\n<div class=\"cc val hl\">RK4 \u2014 carbide-tipped teeth<\/div>\n<div class=\"cc val\">Calibrated spreading disc<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row cmp-group\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cc\">\u30c8\u30e9\u30af\u30bf\u30fc\u306e\u8981\u4ef6<\/div>\n<div class=\"cc hl\"><\/div>\n<div class=\"cc\"><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">Engine Power (min.)<\/div>\n<div class=\"cc val hl\">90\u2013150 HP<\/div>\n<div class=\"cc val\">Combined with THOR ST tractor<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">\u30ea\u30f3\u30af\u30ab\u30c6\u30b4\u30ea\u30fc<\/div>\n<div class=\"cc val hl\">\u30ab\u30c6\u30b4\u30ea\u30fc2<\/div>\n<div class=\"cc val\">\u30ab\u30c6\u30b4\u30ea\u30fc2<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row cmp-group\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cc\">\u30d1\u30d5\u30a9\u30fc\u30de\u30f3\u30b9<\/div>\n<div class=\"cc hl\"><\/div>\n<div class=\"cc\"><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">Output Rate<\/div>\n<div class=\"cc val hl\">\u2248 480 m\u00b2\/hour<\/div>\n<div class=\"cc val\">Matched to THOR ST speed<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">Accuracy<\/div>\n<div class=\"cc val hl\">Uniform full-depth mixing<\/div>\n<div class=\"cc val\">\u00b12% of design rate<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">\u4f5c\u696d\u901f\u5ea6<\/div>\n<div class=\"cc val hl\">\u2248 3 km\/h<\/div>\n<div class=\"cc val\">\u2248 3 km\/h (synchronized)<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row cmp-group\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cc\">Binder Compatibility<\/div>\n<div class=\"cc hl\"><\/div>\n<div class=\"cc\"><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">Dry Powder Binders<\/div>\n<div class=\"cc val hl\">OPC \u00b7 PPC \u00b7 PSC \u00b7 Lime \u00b7 Fly Ash \u00b7 GGBS<\/div>\n<div class=\"cc val\">OPC \u00b7 PPC \u00b7 PSC \u00b7 Lime \u00b7 Fly Ash<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cmp-row\">\n<div class=\"cc key\">Liquid \/ Foam Binders<\/div>\n<div class=\"cc val hl\">Foamed bitumen \u00b7 Emulsion<\/div>\n<div class=\"cc val\">N\/A \u2014 dry powder only<\/div>\n<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- FAQ --><!-- [et_pb_line_break_holder] --><\/p>\n<section class=\"section faq-section\" id=\"faq\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div style=\"text-align:center;margin-bottom:0;\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"slabel\" style=\"justify-content:center;\">FAQ<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<h2 class=\"sh2\">Common <em>Questions<\/em><\/h2>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"slead\" style=\"margin:0 auto;\">Questions we receive most often from Indian road construction contractors and government project engineers before specifying the THOR ST system.<\/pee><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-list\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-item open\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-q\" onclick=\"this.parentElement.classList.toggle('open')\"><!-- [et_pb_line_break_holder] --> Can the THOR ST and DCW 2.2 be operated by a single tractor?<!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-icon\"><svg width=\"16\" height=\"16\" viewbox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><line x1=\"12\" y1=\"5\" x2=\"12\" y2=\"19\"\/><line x1=\"5\" y1=\"12\" x2=\"19\" y2=\"12\"\/><\/svg><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-a\">\n<div class=\"faq-divider\"><\/div>\n<p>Yes \u2014 this is the standard operating configuration. The DCW 2.2 mounts on the front three-point hitch of the same tractor, while the THOR ST attaches to the rear. One tractor, one operator, one pass: the binder is spread immediately ahead of the rotor, which then mixes it into the soil at the design depth. This eliminates the delay between spreading and mixing that allows binder to be blown away by wind or hydrated by surface moisture before incorporation.<\/p><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-item\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-q\" onclick=\"this.parentElement.classList.toggle('open')\"><!-- [et_pb_line_break_holder] --> How long does it take to reach the required IRC:SP:89 UCS of 1.5 MPa?<!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-icon\"><svg width=\"16\" height=\"16\" viewbox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><line x1=\"12\" y1=\"5\" x2=\"12\" y2=\"19\"\/><line x1=\"5\" y1=\"12\" x2=\"19\" y2=\"12\"\/><\/svg><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-a\">\n<div class=\"faq-divider\"><\/div>\n<p>For cement stabilization, soaked UCS \u2265 1.5 MPa is typically achieved at 7 days when cured at 40\u00b0C per IRC:SP:89. Field core samples should be taken at 7 days to confirm acceptance before surfacing proceeds. For lime-only stabilization on Black Cotton Soil, strength development is slower \u2014 allow 28 days minimum and test before loading. For lime + cement two-stage treatment, the cement layer is tested at 7 days after the second pass.<\/p><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-item\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-q\" onclick=\"this.parentElement.classList.toggle('open')\"><!-- [et_pb_line_break_holder] --> What tractor horsepower is needed to run the THOR ST in Black Cotton Soil?<!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-icon\"><svg width=\"16\" height=\"16\" viewbox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><line x1=\"12\" y1=\"5\" x2=\"12\" y2=\"19\"\/><line x1=\"5\" y1=\"12\" x2=\"19\" y2=\"12\"\/><\/svg><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-a\">\n<div class=\"faq-divider\"><\/div>\n<p>The THOR ST requires a minimum of 90 HP for shallow treatment depths (100\u2013150 mm) in medium soils, and 130\u2013150 HP for full-depth 350 mm treatment in stiff Black Cotton Soil. For the combined front + rear configuration with the DCW 2.2, a tractor of at least 130 HP is recommended to ensure consistent working speed and rotor performance without stalling. Common tractors used in India for this application include the Mahindra Arjun 605 DI (60 HP \u2014 suitable for light work only), TAFE Dynatrack 7502 (75 HP), and John Deere 6120B (120 HP).<\/p><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-item\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-q\" onclick=\"this.parentElement.classList.toggle('open')\"><!-- [et_pb_line_break_holder] --> Is the THOR ST suitable for treating Black Cotton Soil directly with cement?<!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-icon\"><svg width=\"16\" height=\"16\" viewbox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><line x1=\"12\" y1=\"5\" x2=\"12\" y2=\"19\"\/><line x1=\"5\" y1=\"12\" x2=\"19\" y2=\"12\"\/><\/svg><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-a\">\n<div class=\"faq-divider\"><\/div>\n<p>No \u2014 direct cement treatment of Black Cotton Soil with PI > 25 is not recommended and will not achieve IRC:SP:89 acceptance criteria. Cement cannot overcome the expansive clay minerals in BCS without prior lime pre-treatment. The correct procedure is: (1) apply quicklime at 4\u20136% using the DCW 2.2, (2) mix with THOR ST to full treatment depth, (3) allow 24\u201372 hours for cation exchange, (4) then apply OPC at 4\u20136% with DCW 2.2 and mix again with THOR ST. This two-stage treatment permanently reduces PI below 20 and delivers 1.5\u20133.0 MPa soaked UCS.<\/p><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-item\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-q\" onclick=\"this.parentElement.classList.toggle('open')\"><!-- [et_pb_line_break_holder] --> Can fly ash be used as the sole binder with the THOR ST?<!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-icon\"><svg width=\"16\" height=\"16\" viewbox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><line x1=\"12\" y1=\"5\" x2=\"12\" y2=\"19\"\/><line x1=\"5\" y1=\"12\" x2=\"19\" y2=\"12\"\/><\/svg><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-a\">\n<div class=\"faq-divider\"><\/div>\n<p>Class F fly ash alone has very low cementitious activity and cannot achieve IRC:SP:89 stabilization criteria without an activator. Fly ash is always used in combination \u2014 typically 10\u201325% fly ash + 3\u20135% lime (lime activates the pozzolanic reaction), or 10\u201320% fly ash + 4\u20136% OPC (cement provides the alkaline environment). This combination reduces total binder cost by 25\u201340% while meeting UCS requirements. The THOR ST mixes blended binders uniformly at the same efficiency as single-binder mixes \u2014 the blend is spread by DCW 2.2 and incorporated by the rotor in one pass.<\/p><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-item\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-q\" onclick=\"this.parentElement.classList.toggle('open')\"><!-- [et_pb_line_break_holder] --> What is the working window after cement is spread before mixing must start?<!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-icon\"><svg width=\"16\" height=\"16\" viewbox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\"><line x1=\"12\" y1=\"5\" x2=\"12\" y2=\"19\"\/><line x1=\"5\" y1=\"12\" x2=\"19\" y2=\"12\"\/><\/svg><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"faq-a\">\n<div class=\"faq-divider\"><\/div>\n<p>The maximum delay between cement spreading and mixing is 2 hours for OPC in normal conditions (temperature < 30\u00b0C). In hot weather above 35\u00b0C \u2014 common across Rajasthan, Gujarat, and Maharashtra \u2014 this window shrinks to 60\u201390 minutes. Use PPC (Portland Pozzolana Cement) in hot weather: its lower heat of hydration extends the working window and reduces early hydration before mixing. In all cases, the THOR ST follows directly behind the DCW 2.2 in a tandem configuration, minimising the spreading-to-mixing delay to near zero.<\/p><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><!-- CTA --><!-- [et_pb_line_break_holder] --><\/p>\n<section class=\"cta-section\" id=\"contact\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"slabel\" style=\"justify-content:center;color:rgba(255,255,255,0.4);\">Get in Touch<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<h2 class=\"cta-h2\">Ready to Stabilize Your <span>Project?<\/span><\/h2>\n<p><!-- [et_pb_line_break_holder] --> <pee class=\"cta-lead\">Tell us your soil type, PI value, project state, and treatment depth \u2014 we will recommend the right binder specification within 24 hours.<\/pee><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cta-row\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cta-contact\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cta-contact-icon\">\u2709\ufe0f<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cta-contact-label\">\u30e1\u30fc\u30eb<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cta-contact-val\"><a href=\"mailto:sales@soil-stabilisor.com\">sales@soil-stabilisor.com<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cta-div\"><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cta-contact\"><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cta-contact-icon\">\ud83c\udf10<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cta-contact-label\">Website<\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cta-contact-val\"><a href=\"https:\/\/soil-stabilisor.com\/ja\/\" target=\"_blank\" rel=\"noopener\">soil-stabilisor.com<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<div class=\"cta-div\"><\/div>\n<p><!-- [et_pb_line_break_holder] --> <a href=\"mailto:sales@soil-stabilisor.com\" class=\"btn-o\" style=\"font-size:15px;padding:15px 36px;\">Request a Quote \u2192<\/a><!-- [et_pb_line_break_holder] --> <\/div>\n<p><!-- [et_pb_line_break_holder] --><\/section>\n<p><!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] --><\/body><!-- [et_pb_line_break_holder] --><\/html>[\/et_pb_fullwidth_code][\/et_pb_section]<\/p>","protected":false},"excerpt":{"rendered":"<p>[et_pb_section fb_built=”1″ fullwidth=”on” _builder_version=”4.8.0″ _module_preset=”default”][et_pb_fullwidth_code _builder_version=”4.8.0″ _module_preset=”default” hover_enabled=”0″ sticky_enabled=”0″]Soil Stabilizer Machine \u2014 THOR ST & DCW 2.2 | India Watanabe Soil Stabilization Equipment Mix. Stabilize.Build to Last. Two tractor-mounted machines \u2014 one complete in-situ stabilization system. Precise binder application followed by uniform mixing to 350 mm depth. IRC:SP:89 compliant. Proven on Black Cotton Soil. Request a Quote \u2192 View Machines 350 mm Max treatment depth 480 m\u00b2\/h Field output rate 1.5\u20133.0 MPa Soaked UCS \u2014 IRC:SP:89 20\u201350 yr Design service life Equipment Two Machines. One Complete System. The THOR ST and DCW 2.2 are engineered to work in tandem \u2014 the spreader applies binder at calibrated rate, the stabilizer mixes […]<\/p>","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-429","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/soil-stabilisor.com\/ja\/wp-json\/wp\/v2\/pages\/429","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/soil-stabilisor.com\/ja\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/soil-stabilisor.com\/ja\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/soil-stabilisor.com\/ja\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/soil-stabilisor.com\/ja\/wp-json\/wp\/v2\/comments?post=429"}],"version-history":[{"count":3,"href":"https:\/\/soil-stabilisor.com\/ja\/wp-json\/wp\/v2\/pages\/429\/revisions"}],"predecessor-version":[{"id":434,"href":"https:\/\/soil-stabilisor.com\/ja\/wp-json\/wp\/v2\/pages\/429\/revisions\/434"}],"wp:attachment":[{"href":"https:\/\/soil-stabilisor.com\/ja\/wp-json\/wp\/v2\/media?parent=429"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}