
Optimization Design Research of Deformation Control in Qingyuan Xinhe Garden Foundation Pit
Author(s) -
Qiang Zhang
Publication year - 2020
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/546/5/052027
Subject(s) - foundation (evidence) , excavation , enclosure , deformation (meteorology) , settlement (finance) , engineering , deformation monitoring , geotechnical engineering , civil engineering , geology , computer science , archaeology , geography , telecommunications , oceanography , world wide web , payment
As there are many factors affecting foundation pit excavation and enclosure structure design, it is strongly necessary to carry out dynamic design and information-based construction, and to perform anti-analysis through monitoring information in deep foundation pit engineering. Taking Qingyuan Xinhe Garden foundation pit project as the engineering background and based on the deformation control optimization design theory, this paper analyzed the deformation of the foundation pit and the settlement volume of the surrounding buildings by combining on-site monitoring measurement and numerical simulation, which can provide an important reference for the safety and stability of foundation pit.