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Numerical analysis of lateral movements and strut forces in deep cement mixing walls with top-down construction in soft clay

This article presents the observed and simulated lateral movements and strut forces induced in deep cement mixing walls under deep excavation using top-down construction techniques in soft Bangkok clay. The walls are supported laterally by permanent concrete slabs and temporary struts. A three-dimen...

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Published in:Computers and geotechnics 2017-08, Vol.88, p.174-181
Main Authors: Jamsawang, Pitthaya, Jamnam, Sittisak, Jongpradist, Pornkasem, Tanseng, Pornpot, Horpibulsuk, Suksun
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description This article presents the observed and simulated lateral movements and strut forces induced in deep cement mixing walls under deep excavation using top-down construction techniques in soft Bangkok clay. The walls are supported laterally by permanent concrete slabs and temporary struts. A three-dimensional numerical model is first calibrated with observed data from a case study. Then, a parametric study is performed to compare this construction method with the bottom-up method and investigate the influence of the DCM wall thickness on lateral movements and strut forces of the wall.
doi_str_mv 10.1016/j.compgeo.2017.03.018
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ispartof Computers and geotechnics, 2017-08, Vol.88, p.174-181
issn 0266-352X
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language eng
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source ScienceDirect Freedom Collection
subjects Case studies
Cement
Clay
Computer simulation
Concrete
Construction
Construction methods
Deep excavation
Deep mixing
Excavation
Finite element
Mathematical models
Numerical analysis
Simulation
Slabs
Soft clay
Struts
Three dimensional models
Top-down construction in three dimensions
Wall
Wall thickness
Walls
title Numerical analysis of lateral movements and strut forces in deep cement mixing walls with top-down construction in soft clay
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