{"id":2783,"date":"2026-06-04T14:12:15","date_gmt":"2026-06-04T06:12:15","guid":{"rendered":"https:\/\/www.warneyrectify.com\/?p=2783"},"modified":"2026-06-04T14:12:17","modified_gmt":"2026-06-04T06:12:17","slug":"how-to-avoid-reinforcement-failure-and-increased-settlement-caused-by-geological-characteristics-during-foundation-reinforcement-and-anti-settlement-construction","status":"publish","type":"post","link":"https:\/\/www.warneyrectify.com\/?p=2783&lang=en","title":{"rendered":"How to avoid reinforcement failure and increased settlement caused by geological characteristics during foundation reinforcement and anti settlement construction?"},"content":{"rendered":"

1.<\/b><\/strong>Overview<\/b><\/strong><\/span><\/span><\/p>\n

For foundation reinforcement, the biggest enemy is not the building itself, but the “unstable” ground. To address common risks such as soil creep and internal erosion, a strategy of “geological adaptation, water-stable reinforcement, and dynamic control” must be adopted.<\/span><\/span><\/p>\n

II. Core Strategy: First Identify “Weak Points,” Then Launch Precision Strikes<\/span><\/span><\/b><\/strong><\/p>\n

\u2474<\/b><\/strong>\u3001<\/b><\/strong>\u6df1\u5ea6\u590d\u6838\u5730\u52d8\uff08Soil Investigation Review\uff09<\/b><\/strong><\/p>\n

Current situation: Many existing buildings have lost their geological survey data or the original surveys were insufficient in depth.<\/span><\/span><\/p>\n

Approach: Before construction, additional drilling or SPT (Standard Penetration Test) must be conducted, especially in coastal areas like Jakarta and Surabaya, to determine the exact thickness of soft soil layers and the depth of hard bearing layers (such as stable laterite or gravel layers), preventing reinforcement failure due to insufficient pile length.<\/span><\/span><\/p>\n

\u2475<\/b><\/strong>\u3001<\/b><\/strong>“One-to-one” geological adaptation of techniques<\/b><\/strong><\/span><\/span><\/p>\n

Unlike general solutions, it must be customized to address the specific pain points of regional geology.<\/span><\/span><\/p>\n

Coastal Thick Silt (Jakarta, Karawang)<\/b><\/strong>: Use anchor-jacked piles to penetrate soft soil. If relying solely on grouting, the slurry will be diluted by the soft mud or washed away by groundwater, leading to continuous settlement later.<\/span><\/span><\/p>\n

Peat Soil<\/b><\/strong>: Peat soil has extremely high water content and is acidic. Sulfate-resistant cement or special chemical polymer slurry must be selected to prevent the reinforcement material from being corroded by acidic groundwater.<\/span><\/span><\/p>\n

Slope\/Mountain Backfill (Bandung, Bali)<\/b><\/strong>Ground anchors must be added. They should not only lift the building upward but also laterally hook into the mountain to prevent the entire soil mass from sliding during the rainy season and causing the building to tilt.<\/span><\/span><\/p>\n

III. Technical Defenses During Construction: Preventing “Secondary Disturbance”<\/span><\/span><\/b><\/strong><\/p>\n

\u2474<\/b><\/strong>\u3001<\/b><\/strong>Dynamic Pressure Control: Adapting to the “Temperament” of Soft Soil<\/b><\/strong><\/span><\/span><\/p>\n

Principle: Soft soil has high sensitivity, and strong vibrations or excessive grouting pressure can cause the soil to instantly “liquefy.”<\/span><\/span><\/p>\n

Operation: Strictly adhere to the principles of “low pressure, slow speed, and segmented operation.” Grouting pressure must be dynamically adjusted based on real-time monitoring data to prevent the “splitting effect” from cracking the foundation.<\/span><\/span><\/p>\n

\u2475<\/b><\/strong>\u3001<\/b><\/strong>Addressing the “Hydraulic” Challenge: Groundwater Control<\/b><\/strong><\/span><\/span><\/p>\n

Risk: Excessive water extraction during construction can lead to consolidation settlement of surrounding soft soil; without water control, grout cannot solidify.<\/span><\/span><\/p>\n

Solution: Employ the Tube-\u00e0-Manchette grouting technique to achieve targeted, metered injection, forming a water cutoff curtain at the foundation level to isolate the reinforced area from active groundwater flow.<\/span><\/span><\/p>\n

\u2476<\/b><\/strong>\u3001<\/b><\/strong>The “Gentle” Transfer of Load<\/b><\/strong><\/span><\/span><\/p>\n

Operation: Load transfer should follow the principles of symmetry and alternation. First, complete the reinforcement of pile foundations at the four corners, then progressively move toward the center. Concentrated one-sided operations are strictly prohibited to prevent sudden stress changes that may cause abrupt tilting of the structure.<\/span><\/span><\/p>\n

IV. Risk Lockdown: Real-time Monitoring and Alerts (SLF Compliance Requirements)<\/span><\/span><\/b><\/strong><\/p>\n

In Indonesia, monitoring compliant with SNI 8460:2017 serves not only as a technical safeguard but also as a legal compliance requirement:<\/span><\/span><\/p>\n

Automated Monitoring: For high-value assets, it is recommended to install a Static Leveling System to enable 24-hour automated settlement monitoring with millimeter-level accuracy.<\/span><\/span><\/p>\n

Warning Mechanism: Establish three-tiered alert thresholds (red, yellow, green). Once the settlement rate exceeds 0.2mm\/d, immediately activate a fail-safe mechanism, analyze the cause, and adjust the grouting mix or pile driving force.<\/span><\/span><\/p>\n

V. Solution Reliability Comparison: Scientific Adaptation vs. Generic Blind Action<\/span><\/span><\/b><\/strong><\/p>\n\n\n\n\n\n\n\n
Dimension<\/span><\/span><\/td>\nGeological Adaptability Solution (Our Solution)<\/span><\/span><\/td>\nEmpirical Universal Solution<\/span><\/span><\/td>\n<\/tr>\n
Stratum Treatment<\/span><\/span><\/td>\nPenetrating Soft Soil, Anchoring in Hard Layers<\/span><\/span><\/td>\nStay in the soft soil layer and creep with the soil<\/span><\/span><\/td>\n<\/tr>\n
Groundwater response<\/span><\/span><\/td>\nWater retention + soil stabilization, erosion resistance<\/span><\/span><\/td>\nGrout leakage prone, creating new voids<\/span><\/span><\/td>\n<\/tr>\n
Construction disturbance<\/span><\/span><\/td>\nStatic micro-invasive techniques, protecting sensitive soft soil<\/span><\/span><\/td>\nForced squeezing\/vibration can easily cause soil liquefaction.<\/span><\/span><\/td>\n<\/tr>\n
Long-term stability<\/span><\/span><\/td>\nSynchronized with SNI specifications, effective for 50 years<\/span><\/span><\/td>\nOnly maintains short-term effectiveness, prone to recurrence next rainy season<\/span><\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

Six, Summary<\/b><\/strong><\/span><\/span><\/p>\n

The key to avoiding reinforcement failure lies in: respecting the site’s soil characteristics. By “piles penetrating soft soil, grout sealing water paths, monitoring and controlling rates,” we transform uncertain geological conditions into a definitive load-bearing system.<\/span><\/span><\/p>\n

Core logic: Do not attempt to resist the rheology of soft soil; instead, completely “skip” it by using pile foundations.<\/span><\/span><\/p>\n

Is there a clear distribution of peat soil layers in the area where your project is located? If the thickness of the peat soil layer exceeds 3m, we would recommend adding an enhanced admixture to the grouting material to improve the initial strength of the consolidated body.<\/span><\/span><\/p>\n","protected":false},"excerpt":{"rendered":"

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