Analysis of Excavation with Numerical Simulation and Monitoring Data Has Effect on Surface Subsidence
Ke-wei DING, Xiao Wang
Abstract
Ke-wei DING, Xiao Wang
Abstract
Excavations cause the settlement of surrounding soil and have other adverse effects on surrounding buildings, traffic, underground facilities and so on. In this paper, a three-dimensional model is established by finite element software Midas/GTS based on the top-down excavation of underground works in Hefei New Traffic Building. The analysis of the effect of the excavation of foundation pit have on surface subsidence based on numerical simulation and field monitoring data. Summarized the general law of surface subsidence about the top-down excavation, and the whole trend is spoon-shaped which will provide reference for future similar projects in Hefei.
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.
Excavations cause the settlement of surrounding soil and have other adverse effects on surrounding buildings, traffic, underground facilities and so on. In this paper, a three-dimensional model is established by finite element software Midas/GTS based on the top-down excavation of underground works in Hefei New Traffic Building. The analysis of the effect of the excavation of foundation pit have on surface subsidence based on numerical simulation and field monitoring data. Summarized the general law of surface subsidence about the top-down excavation, and the whole trend is spoon-shaped which will provide reference for future similar projects in Hefei.
Key concepts: Excavation, Groundwater-related subsidence, Settlement (finance), Foundation (evidence), Subsidence, Geotechnical engineering, Finite element method, Computer simulation