Influences of Vehicle Loads on Braced Excavation in Soft Clay

Chang Jie Xu; Yuan Lei Xu; Hai Hu Lin; Feng Ming Sun

doi:10.4028/www.scientific.net/AMM.353-356.146

Paper Titles

Experimental Study on the Time Effect of the Jacked Pile
p.125

Analysis of Reliability on Slope Stability Based on Safety Factor
p.130

A Dilatancy Constitutive Modelling of Saturated Sands Based on the State Parameter
p.137

Study and Application of Displacement Back Analysis Based on CACA-SVM
p.142

Influences of Vehicle Loads on Braced Excavation in Soft Clay
p.146

Gross Error Elimination and Index Determination of Shearing Strength Parameters in Triaxial Test
p.152

Comparison and Analysis of Influence of Soil Deformation on the Speeds of Execution for Deep Foundation Pits
p.159

Study and Application of Slope Displacement Back Analysis Based on SVM-CTS
p.163

The Discussion of Issues Related to the Rock Mass Structure Classification of Dam Foundation
p.167

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Influences of Vehicle Loads on Braced Excavation...

Influences of Vehicle Loads on Braced Excavation in Soft Clay

Abstract:

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.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

146-151

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.146

Citation:

Cite this paper

Online since:

August 2013

Authors:

Chang Jie Xu*, Yuan Lei Xu, Hai Hu Lin, Feng Ming Sun

Keywords:

Collapse, Impact Load, Overload, Reinforcement, Retaining Strutting System, Vehicle Loads

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Pedro Alves Costa, Jose Leitao Borges, Manuel Matos Fernandes: Geotech. Geol. Eng. Vol. 25 (2007), p.617.

Google Scholar

[2] Tanner Blackburn, Richard J. Finno: J. Geotech. Geoenviron. Eng. Vol. 133 (2007), p.1364.

Google Scholar

[3] Hyde: Marine Geotech. Vol. 6 (1986), p.299.

Google Scholar

[4] Jian Ming Ling, Wei Wang, Hong Bo Wu: J. Tongji Univ. Vol. 30 (2002), p.1315. [in Chinese].

Google Scholar

[5] Ministry of construction of the People's Republic of China: Technical specification for retaining and protection of building foundation excavations, Beijing, China (2012). [in Chinese].

Google Scholar

[6] Ministry of Communications of the People's Republic of China: General Code for Design of Highway Bridges and Culverts, Beijing, China (2004). [in Chinese].

Google Scholar

[7] Gang Zheng, Zhi Wei Li: Rock and Soil Mech. Vol. 33 (2012), p.2419. [in Chinese].

Google Scholar