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...
172
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...
176
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...
182
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...
189
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...
197
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...
201
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...
208
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...
213
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,...
217
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...
222
Showing 31 to 40 of 592 Paper Titles