Research on deep foundation pit excavation due to seepage failure of soil
Jia Guan-wei
Abstract
Jia Guan-wei
Abstract
In the area of sandy and silty soil, seepage is the main factor that threatens the safety of foundation pit and surrounding environment. The complex system of foundation pit is composed by soil、water and surroundings, and the factors of seepage failure are complicated. Based on the former analysis of seepage failure of soil, a method for analyzing foundation pit seepage failure model is proposed; the method can considers the influences of seepage, excavation and the deformation of surroundings. The foundation pit seepage failure model in homogeneous soil is gained by this method. According to the finite element numerical simulation results of a practical project, the process of seepage failure is gained. The conclusions of those results show that not only the checking computations of flowing sand and piping should be made, but also the unitary failure of foundation pit system should be considered.
OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
In the area of sandy and silty soil, seepage is the main factor that threatens the safety of foundation pit and surrounding environment. The complex system of foundation pit is composed by soil、water and surroundings, and the factors of seepage failure are complicated. Based on the former analysis of seepage failure of soil, a method for analyzing foundation pit seepage failure model is proposed; the method can considers the influences of seepage, excavation and the deformation of surroundings. The foundation pit seepage failure model in homogeneous soil is gained by this method. According to the finite element numerical simulation results of a practical project, the process of seepage failure is gained. The conclusions of those results show that not only the checking computations of flowing sand and piping should be made, but also the unitary failure of foundation pit system should be considered.
Key concepts: Foundation (evidence), Geotechnical engineering, Excavation, Piping, Geology, Finite element method, Homogeneous, Engineering