2008•Rock and Soil MechanicsRequires access

Research on deep foundation pit excavation due to seepage failure of soil

Jia Guan-wei

Open publisher page 1 citations

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.

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What this paper is about

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.

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Available 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.

Key concepts: Foundation (evidence), Geotechnical engineering, Excavation, Piping, Geology, Finite element method, Homogeneous, Engineering

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