Model tests on 3D soil arching in pile-supported embankments with and without geotextile

Compared to traditional soil improvement methods such as preloading, vertical drains, or grouting injection, et al., pile-supported reinforced embankments are increasing widely employed in the construction of highways on soft soils. A series of three-dimensional model tests on pile-reinforced embank...

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Bibliographic Details

Published in:	Case Studies in Construction Materials
Main Authors:	Weiping Cao, Zedong Xie, Yaxin Yue, Min Zhao, Qing Li, Weiwei Hu
Format:	Article
Language:	English
Published:	Elsevier 2024-07-01
Subjects:	Piled embankments 3D soil arching Model test Stress concentration ratio Equal settlement plane
Online Access:	http://www.sciencedirect.com/science/article/pii/S2214509523009646