Abstract: The installation of underground trunk sewer lines in the Tuang formation of Kuching City, Malaysia, used trenchless technology in the form of the pipe-jacking method. The evaluation of pipe-jacking forces mainly involves ...

Abstract: A series of centrifuge model tests was conducted to investigate the behavior of pile groups of various sizes and configurations behind a retaining wall in very soft clay. With a 1.2-m excavation in front of the wall, which ...

Abstract: Several researchers have studied the behavior of particles during shearing to have better insight into the Mohr-Coulomb (MC) strength parameters. In most cases, the movements of particles along the shear band were studied ...

Abstract: Excavation of a 16-m deep shaft was suspended due to groundwater drawdown of about 4.5 m that led to nearby ground subsidence and settlement of infrastructure. As a remedial measure, a deep-ground recharge system ...

Abstract: A pile group consisting of four cast-in-place concrete piles was instrumented to measure the induced bending moment along the piles due to excavation of an adjacent slope. The green field lateral soil movement profiles and ...