Shizhong Liu
Abstract
The program of elastoplastic finite element method (FEM) is adopted to simulate excavation of the foundation pit with the impact of staged excavation taken into account. Based on analysis of soil deformation, the state of stress and damages, the overall situation of the foundation pit during excavation is well appraised.
A significance statement is not available in the OpenAlex record.
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.
The program of elastoplastic finite element method (FEM) is adopted to simulate excavation of the foundation pit with the impact of staged excavation taken into account. Based on analysis of soil deformation, the state of stress and damages, the overall situation of the foundation pit during excavation is well appraised.
Key concepts: Foundation (evidence), Excavation, Finite element method, Geotechnical engineering, Damages, Deformation (meteorology), Stress (linguistics), Engineering