Open AccessResearch on influence of excavation parameters of shield tunnel based on ABAQUS
Author(s) -
Lu Feng Yang,
Xin Fu,
Minghu Yang,
Zhendong Tang,
Lu Chen,
Yuancai Liu
Publication year - 2021
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/634/1/012143
Subject(s) - shield , excavation , lateral earth pressure , settlement (finance) , geotechnical engineering , displacement (psychology) , finite element method , section (typography) , engineering , structural engineering , adina , tunnel construction , ground movement , geology , computer science , world wide web , petrology , psychology , payment , psychotherapist , operating system
At present, the mainstream method of urban subway construction is shield construction. What cannot be avoided in shield construction is the settlement and displacement of the ground surface, and the tunneling pressure is closely related to the grouting pressure and the settlement of the soil. For the overlapping tunnel shield construction, this paper takes the shield construction of the overlapped tunnel section of Kunming Rail transit Line 6 as the research object. Using ABAQUS finite element software to simulate overlap shield tunnel construction, the research of shield tunneling parameters and the relationship between the surface displacement of soil. The results show that reasonable selection of excavation parameters can well control ground settlement.