Risk events can be frequently encountered in karst geological environments during
excavation construction; thus, a suitable risk-control scheme is essential to reduce the …

In urban environments, temporary excavation support systems (ESSs) are intensively
recommended during the construction process of structures with underground levels to …

Chiaia station is one of the art stations of Line 6 of the Naples underground network; it was
constructed in a 50-m-deep excavation, a few meters from historic buildings and 4.5 m from …

In this study, a methodology to identify weak or failure connection area on the wall of deep
excavation was proposed based on the system stiffness influence factor (IF), which can be …

Deformation caused by supported excavation makes significant impact on foundation pit
stability. Evaluation of potential plastic zone is crucial for early warning of foundation pit …

Contiguous pile walls (CPW) as a cost-effective retention technique have emerged as a
solution to urbanization's land shortage. The stability of a pile wall is mainly governed by the …

Group excavations are composed of several individual excavations adjacent to each other
with simultaneous or successive construction sequences (CS), which are distinctive from …

The present study discusses the soldier piling method for retaining earth for excavations of
foundation in soil. The 2D finite element methods have been used to model and simulate the …

This study proposed a method to characterize the effect of support system stiffness in
excavation design based on a newly developed stiffness influence factor. Three …

This paper proposes a coordinated deformation calculation method for foundation pit
engineering to improve deformation control between underground diaphragm walls and …