Laboratorium Experimental Of Cantilever Sheet Pile Behaviour On Soft Soil Induced By Strip Load

This study aims to analyze the deflection behavior of sheet pile through experimental testing and numerical analysis using Finite Element Method (FEM). The Laboratorium scale test on a Tub with length 1500 mm, width 600 height Steel Plate 3.2 mm dimensions 1400 x 590 was used as model wall. subgrade material is clay soil embankment in form Sirtu which passes No. sieve. 40. Physical mechanical gravel materials carried out reference ASTM standards. measurement value strip load (q) cell capacity 100 kN linear variable differential transformer (LVDT). analyzed Plaxis 8.2 software FEM method. results laboratory tests show that wall collapses at 74 kN/m2, 24.56 while shows 71 kN/m2 21.29 mm.