Deformation analysis of deep foundation pit in soft soil area considering space–time effect

Deformation analysis of deep foundation pit in soft soil area considering space–time effect

Taking the deep foundation pit project of Taojiazhai in Shanghai as the background, combined with the real-time monitoring data, the data variation law of several monitoring items during the excavation of foundation pit are analysed. The results show that the axial force of the support, the lateral...

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Bibliographic Details
Main Authors: Lide Shi, Wanrong Yu, Lei Fu
Format: Article
Language:English
Published: Wiley 2019-08-01
Series:The Journal of Engineering
Subjects:
deformation
pipelines
geotechnical engineering
soil
foundations
construction components
elasticity
maintenance engineering
excavation depth
foundation pit maintenance structure
lateral displacement
deformation analysis
soft soil area
space-time effect
taojiazhai
shanghai
real-time monitoring data
axial force
stiffness correction function
column surface settlement
Online Access:https://digital-library.theiet.org/content/journals/10.1049/joe.2018.5398

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https://digital-library.theiet.org/content/journals/10.1049/joe.2018.5398

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