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

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Author listJamsawang P., Jamnam S., Jongpradist P., Tanseng P., Horpibulsuk S.

PublisherElsevier

Publication year2017

JournalComputers and Geotechnics (0266-352X)

Volume number88

Start page174

End page181

Number of pages8

ISSN0266-352X

eISSN1873-7633

URLhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85016482555&doi=10.1016%2fj.compgeo.2017.03.018&partnerID=40&md5=f02eb0eec8bc03fcd63d09ca91e4bdd5

LanguagesEnglish-Great Britain (EN-GB)


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Abstract

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. ฉ 2017 Elsevier Ltd


Keywords

Deep mixingTop-down construction in three dimensionsWall


Last updated on 2023-25-09 at 07:35