{"id":2825,"date":"2026-06-04T14:37:35","date_gmt":"2026-06-04T06:37:35","guid":{"rendered":"https:\/\/www.warneyrectify.com\/?p=2825"},"modified":"2026-06-04T14:37:37","modified_gmt":"2026-06-04T06:37:37","slug":"how-to-choose-the-appropriate-treatment-method-for-soft-foundation-treatment","status":"publish","type":"post","link":"https:\/\/www.warneyrectify.com\/?p=2825&lang=en","title":{"rendered":"How to choose the appropriate treatment method for soft foundation treatment?"},"content":{"rendered":"<p data-imt-content-len=\"4\" data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\"><strong><b>One Overview\u00a0<\/b><\/strong><\/span><\/span><\/p>\n<p data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">The success of soft soil improvement directly determines the project&#8217;s ROI (Return on Investment). When selecting a method, one must not only consider technical parameters but also factors such as the duration of Indonesia&#8217;s rainy season, local construction material supply chains (e.g., price fluctuations of gravel and cement), and community relations (Hubungan Masyarakat).<\/span><\/span><\/p>\n<p><strong><b data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">II. Core Selection Logic (Four Key Dimensions)<\/span><\/span><\/b><\/strong><\/p>\n<p data-imt-content-len=\"16\" data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\"><strong><b>\u2474<\/b><\/strong><strong><b>\u3001<\/b><\/strong><strong><b>Geological depth and stratification (soil profile):<\/b><\/strong><\/span><\/span><\/p>\n<p data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">In coastal areas (e.g., Karawang, Semarang), soft soil often reaches depths of 20m-40m. Shallow layers (&lt;3m) can be replaced; for medium to deep layers, drainage consolidation or deep mixing must be considered.<\/span><\/span><\/p>\n<p data-imt-content-len=\"18\" data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\"><strong><b>\u2475<\/b><\/strong><strong><b>\u3001<\/b><\/strong><strong><b>Construction timeline and precipitation environment (climate and schedule):<\/b><\/strong><\/span><\/span><\/p>\n<p data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">The rainy season is long, making it difficult to control the soil moisture content during surcharge preloading when heavy rains occur. Projects with urgent delivery schedules prioritize vacuum preloading or composite foundation methods.<\/span><\/span><\/p>\n<p data-imt-content-len=\"13\" data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\"><strong><b>\u2476<\/b><\/strong><strong><b>\u3001<\/b><\/strong><strong><b>Environmental Sensitivity and Community Disturbance:<\/b><\/strong><\/span><\/span><\/p>\n<p data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">In densely built-up areas like Jakarta, high-noise and strong-vibration techniques are strictly prohibited. Jack-in piles or micro piles are the preferred solutions for maintaining community relations (LSM\/Local NGO).<\/span><\/span><\/p>\n<p data-imt-content-len=\"14\" data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\"><strong><b>\u2477<\/b><\/strong><strong><b>\u3001<\/b><\/strong><strong><b>SNI Standards and Seismic Requirements:<\/b><\/strong><\/span><\/span><\/p>\n<p data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">According to SNI 8460:2017, the liquefaction risk (Liquefaction) of soft soil under earthquakes must be considered. In high-seismic zones such as Yogyakarta and Bali, anti-liquefaction treatments like stone columns need to be added.<\/span><\/span><\/p>\n<p><strong><b data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">III. Matrix of Treatment Methods Adapted to National Conditions<\/span><\/span><\/b><\/strong><\/p>\n<table>\n<tbody>\n<tr>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Soft Foundation Conditions \/ Requirements<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Recommended Treatment Methods<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Localization Optimization Logic for Indonesia<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Shallow soft soil (&lt;3m), small warehouses<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Soil exchange cushion method (Soil Exchange)<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Select high-quality local Indonesian red soil or graded crushed stone, with special attention to compaction monitoring during rainy season construction.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Medium to deep soft soil, pursuing high cost-effectiveness<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Drainage consolidation method (PVD + vacuum preloading)<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Adapted to the characteristics of Indonesian soft soil with high void ratio. Vacuum preloading is superior to surcharge loading as it is unaffected by rainy season precipitation and achieves faster consolidation.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Large-span workshops, uneven loads<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Composite foundation (DCM\/cement mixing)<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Deep cement mixing (DCM) piles are employed. Indonesia&#8217;s stable cement supply allows perfect load eccentricity balancing through localized pile densification.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">High-rise\/Precision Manufacturing\/Self-owned Properties<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Pile Foundation Underpinning (Underpinning\/Pile Foundation)<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Penetrate through all soft soil layers to reach the bearing stratum. Although the initial capital expenditure (CAPEX) is high, it avoids indefinite maintenance costs in the later stages.<\/span><\/span><\/td>\n<\/tr>\n<tr>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Existing Building Rectification, Dangerous Buildings<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Anchor Rod Static Pressure Pile + Combined Construction Method<\/span><\/span><\/td>\n<td data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Indonesian Standard Solution. Utilizes building weight for pile pressing, eliminates the need for heavy machinery, and avoids disruption to existing factory operations.<\/span><\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><strong><b data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">4. Expert Decision Recommendation: Avoid the &#8220;cost trap&#8221; in projects<\/span><\/span><\/b><\/strong><\/p>\n<p data-imt-content-len=\"68\" data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\"><strong><b>Reject &#8220;low-cost&#8221; replacement filling<\/b><\/strong>In many coastal areas, the underlying deep soft soil continues to compress after shallow layer replacement filling. If the soft soil layer is not fully penetrated, the repair costs for ground cracks several years later will be three times the initial treatment expenses.<\/span><\/span><\/p>\n<p data-imt-content-len=\"82\" data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\"><strong><b>Beware of &#8220;Negative Friction&#8221;<\/b><\/strong>When driving piles in extremely deep soft soil, the downward pull (Negative Skin Friction) exerted by the sinking soft soil on the pile foundation must be considered. If this load is not accounted for, the pile foundation may sink along with the soil.<\/span><\/span><\/p>\n<p data-imt-content-len=\"54\" data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\"><strong><b>Focus on Pollution and Environmental Protection<\/b><\/strong>Monitoring of construction slurry discharge into rivers is becoming increasingly stringent. During the construction of mixing piles, it is essential to equip slurry settling ponds to avoid triggering legal disputes.<\/span><\/span><\/p>\n<p data-imt-content-len=\"11\" data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\"><strong><b>Five<\/b><\/strong><strong><b>, Summary: How to make the decision?<\/b><\/strong><\/span><\/span><\/p>\n<p data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">If cost is your priority and time is not a constraint: opt for PVD consolidation drainage (suitable for large-scale industrial parks).<\/span><\/span><\/p>\n<p data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">If schedule is critical and precision is required: choose DCM composite ground improvement (ideal for factory building foundations).<\/span><\/span><\/p>\n<p data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">If you care about enduring foundations and structural safety: choose underpinning (suitable for core assets).<\/span><\/span><\/p>\n<p data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Core strategy: Ground treatment is &#8220;buying insurance&#8221; rather than &#8220;doing renovations.&#8221; The more detailed the initial soil test investment, the lower the probability of cost overruns later.<\/span><\/span><\/p>\n<p data-imt-processed=\"imt-ctx-1780554994280\"><span class=\"imt-translated-container\"><span class=\"imt-translated-content imt-translated-content-theme-none\" dir=\"ltr\">Does the area where your current project is located have previous boring log reports? If you can provide the SPT values of the soil layers, we can offer more precise process comparison recommendations for you.<\/span><\/span><\/p>\n","protected":false},"excerpt":{"rendered":"<p>One Overview\u00a0 The success of soft soil improvement dire [&hellip;]<\/p>\n","protected":false},"author":2,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[164],"tags":[],"class_list":["post-2825","post","type-post","status-publish","format-standard","hentry","category-en2"],"_links":{"self":[{"href":"https:\/\/www.warneyrectify.com\/index.php?rest_route=\/wp\/v2\/posts\/2825","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.warneyrectify.com\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.warneyrectify.com\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.warneyrectify.com\/index.php?rest_route=\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/www.warneyrectify.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=2825"}],"version-history":[{"count":3,"href":"https:\/\/www.warneyrectify.com\/index.php?rest_route=\/wp\/v2\/posts\/2825\/revisions"}],"predecessor-version":[{"id":2846,"href":"https:\/\/www.warneyrectify.com\/index.php?rest_route=\/wp\/v2\/posts\/2825\/revisions\/2846"}],"wp:attachment":[{"href":"https:\/\/www.warneyrectify.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=2825"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.warneyrectify.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=2825"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.warneyrectify.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=2825"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}