Hamzah Muhammad Hamzah Fansuri

Improvement of Soil Liquefaction by Micro-Pile and Soil Grouting for Liqiefaction-Induced Flowslide: A Numerical Assessment

Soil liquefaction is a major geotechnical hazard that can cause bearing capacity loss, lateral spreading, and flowslides, particularly in mildly sloping ground. Loose, saturated sands with shallow groundwater tables are highly vulnerable because seismic shaking induces contraction and generates excess pore water pressu...