Paper Title
Authors: Yu Cheng Zhang, Guang Hua Yang, Hai Ying Hu, Peng Liu
Abstract:When strength reduction method is used for side slope analysis, only the intensive parameters are reduced and deformation parameters are not....
Authors: Jian Ping Sun, Li Lei Zou, Huan Wei Wei
Abstract:Analysis interaction between mini piles and vertical slope under the action of overload, discusses the influence on mini pile and slope under...
Authors: Wen Hui Zhang, Yao Ting Zhang, Guo Qing Li
Abstract:In this paper, an evolutionary structural optimization (ESO) method based on the Ishai stress and artificial material elements was used to...
Authors: Xiao Hu, Yong Tao Gao
Abstract:Abstract. As the concrete filled steel tubular has a higher loading capacity, smaller section, stronger rigidity, better deformation and...
Authors: Mohamed A. Shahin, Alice Cargeeg
Abstract:The procedure for conventional triaxial compression (CTC) test requires three separate soil specimens to be examined to failure under...
Authors: Zhang Xuan Ning
Abstract:Aiming at the problem of the isolated coal pillar occurring the rock burst easily and having no the occurrence and damage theory of the rock...
  | Authors: Lu Bo Meng, Tian Bin Li, Zheng Duan
Abstract:To investigate the transient electromagnetic method of response characteristics in the tunnel geological prediction, the finite element...
Authors: Hong Liang, Yan Wang, Tian Ping Zhou, Zhen Tao Zhang, Zhi Gang Li, Jin Fang Zhao, Te Rigele
Abstract:Abstract. Silt in some areas of our country is very extensive, its distribution is different from the cohesive soil, or sand soil, has unique...
Authors: Jian Ping Pan, Sheng Yi Wang, Shui Tai Xu
Abstract:Tailings dam due to earthquake action may lead to severe slippage damage, and setting antiseismic measure is an effective method to prevent...
Showing 1 to 10 of 592 Paper Titles