A Numerical Study of Ground Displacement and Stress Conditions of Small and Medium Circular Diaphragm Wall during Excavation
Table 1
Finite element research literature representing displacement.
Author
The mark number
Research contents
Yasushi Arai, Osamu Kusakabe et al.
3
The ground motion and stress of circular diaphragm wall after installation and excavation are analyzed by using three-dimensional elastic-plastic finite element method
Chu F, Li Y, Liang F
4
In this paper, the deformation characteristics of ultra-deep foundation pit under small strain condition are studied by using two-dimensional finite element method
Seok-Jun Kang, Gye-Chun Cho et al.
6
Three-dimensional numerical analysis was used to simulate the occurrence of basement uplift during shaft excavation
Ng CWW et al.
12
Two simplified approximate numerical analysis methods of plane section were used to study the three-dimensional effect of continuous wall installation in rigid clay. Horizontal displacement was predicted by horizontal plane analysis combined with bentonite and wet concrete stages
Gourvenec and powrie
14
In this paper, the effects of three-dimensional effect and panel length on horizontal ground motion and transverse stress change of continuous underground diaphragm wall are studied by the finite element method
Li CH
15
In this paper, a model of circular diaphragm wall foundation pit excavation is established by numerical simulation, and the influence of excavation depth and inner diameter on internal force and displacement of circular diaphragm wall is studied and analyzed
Dong QY et al.
16
Finite element numerical model was established to simulate the shaft construction process, and the mechanical influence of soil excavation on circular diaphragm wall under different construction methods was studied
