Influences of Vehicle Loads on Braced Excavation in Soft Clay

被引：3
|
作者：
Xu, Chang Jie [1 ,2 ]
Xu, Yuan Lei [1 ,2 ]
Lin, Hai Hu [3 ]
Sun, Feng Ming [1 ,2 ]
机构：
[1] Zhejiang Univ, Res Ctr Coastal & Urban Geotech Engn, Hangzhou 310058, Zhejiang, Peoples R China
[2] Zhejiang Univ, MOE Key Lab Soft Soils & Geoenviron Engn, Hangzhou 310058, Zhejiang, Peoples R China
[3] Green Bldg Architecture Design Co Ltd, Wenzhou 325000, Peoples R China
来源：
ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4 | 2013年 / 353-356卷
关键词：
vehicle loads; overload; impact load; retaining strutting system; collapse; reinforcement;
D O I：
10.4028/www.scientific.net/AMM.353-356.146
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Economic development and urbanization give rise to the excavation complexion, and higher requirements on design work are put forward. The risk of excavation in soft clay area is high and the design shall be comprehensive. While in practice, the dynamic characteristic of vehicle loads is seldom calculated. In this paper, conventional one-side plane method (beam on elastic foundation method) and three-dimensional finite element method were adopted to analyze the effects of vehicle loads on the retaining strutting system of braced excavation. Moreover, the reinforcement scheme of excavation after collapse was given as references for similar situations.
引用
收藏
页码：146 / +
页数：2
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