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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 |
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container_title | Computers and geotechnics |
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creator | Jamsawang, Pitthaya Jamnam, Sittisak Jongpradist, Pornkasem Tanseng, Pornpot Horpibulsuk, Suksun |
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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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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