Advances in Civil Engineering, ICCET 2011

Volumes 90-93

doi: 10.4028/

Paper Title Page

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...

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...

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...

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...


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