Behaviour of piles subjected to passive loading due to embankment construction

被引：0

作者：

Karim, M.R. ^{[1
]}

Lo, S.-C.R. ^{[1
]}

Gnanendran, C.T. ^{[1
]}

机构：

[1] School of Engineering and Information Technology, University of New South Wales, Canberra, ACT 2600, Australia

来源：

Canadian Geotechnical Journal | 2014年 / 51卷 / 04期

关键词：

Soils - Embankments - Soil mechanics - Geotechnical engineering;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Behaviour of two embedded piles subjected to passive loading due to construction of an embankment was modelled in this paper. The piles were installed at the berm section of an embankment in a later stage of its construction. The investigation was carried out using a combination of two-and three-dimensional analyses. The analysis results were compared with the field-measured values and they agreed well.

引用

页码：303 / 310

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