Projects
A two-story residential building experienced significant settlement due to non-Engineering design very soft alluvial soil conditions and a high-water table, causing extensive structural cracks. The alluvial soil, characterized by high void ratios, low bearing capacity, and low shear strength, led to differential settlement, with the extension side settling more severely. The floor slab sank approximately 20mm, resulting in popped tiles and ceiling collapses. As a result, the building was deemed dangerous and unsafe for residents.
Stabilizing Subsided Residential Foundation with PU Injection on alluvial soft clay, Klang Selangor