Advances in Civil Engineering, ICCET 2011

Volumes 90-93

doi: 10.4028/

Paper Title Page

Authors: Xiong Xia, Liang Liang Dong, Xiao Ping Wang

Abstract: The presence of incline-piles can provide some advantages when the group is subjected to vertical loadings. Based on model tests of the...

Authors: Chang Lu Chen, Sheng Jun Shao, Lin Ma

Abstract: Duncan-Chang nonlinear model has been modified and applied to the structural loess calculation. Based on structural studies and conventional...

Authors: Guang Yue Wang, Meng Wang

Abstract: Choosing an appropriate geosynthetics creep constitutive model is the key issue of determining its creep performance. In this paper, a creep...

Authors: Chang Wei Yang, Jian Jing Zhang, Chuan Bin Zhu

Abstract: Referred the vehicle-track coupling dynamics theory [1] and the vertical dynamic analysis models of Bridge-Subgrade transition developed by...

Authors: Hui Bo Liu, Ming Xiao, Jun Tao Chen

Abstract: It is quite important and complicated to simulate sequential excavation and support process effectively and reasonably in underground...

Authors: Si Feng Zhang, Xiu Guang Song, Yan Mei Li

Abstract: Based on the analysis of the pretension force influence factors for geotechnical prestressed anchorage cables that are used in a practical...

Authors: Yao Xu, Shu Cai Li, Xiao Zhang

Abstract: In order to simulate the diffusion form of anti-dispersion grout, the first visual large-proportion plane fissure test system for the...

Authors: Hong Xia Yang

Abstract: According to the operating characteristics of pile which under the horizontal axial load effect,a mechanical model of pile and its...

Authors: Jin Long Zhou, Qiao Li, Wei Zhong Cai

Abstract: Through the investigation into composition of major shallow foundation soil mass and the correlation of mechanical indicators in this study,...

Authors: Wei Bing Zhang, Lian Tang

Abstract: In view of the settlement problem of high loess-filled embankments themselves, with the reference of the 30m high embankment at K5 +536 of...


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