Advances in Civil Engineering and Architecture

Volumes 243-249

doi: 10.4028/

Paper Title Page

Authors: Jiang Feng Wang, Yong Le Li, Yan Bin Gao, Yong Xiang Yang

Abstract: The direct shear tests were conducted with undisturbed and reconstituted soft clay, then the structural influence on shear strength was...

Authors: Bao Tai, Jiang Gang

Abstract: The main influences of plants on the mass stability of slope are those that affect the strength of soil. Plants enhance soil strength by...

Authors: Yong Le Li, Jiang Feng Wang, Qian Wang, Kun Yang

Abstract: The finite element calculation results indicated: interaction of the superstructure-the pile raft foundation-foundation, the stress of the...

Authors: Si Hai Luo, Rolf Christiansson

Abstract: During the period from October 2000 to November 2005, the canister in the CRT deposition hole DD0092G01 was heated with a maximum heat power...

Authors: Wei Shi, Xiao Wen Chen, Ji Ming Liu

Abstract: Deformation of the geo-grid rein-forced retain fly ash wall and the reinforcing effect of geogrid reinforcement, depends largely on the role...

Authors: Xiao Ning Shao, Ying Xu, Hai Bo Wang

Abstract: Roadway loose scope nearby the excavation section was tested by sound wave loosing zone testing instrument. According to the analysis: the...

Authors: Ji Hua Chen, Ai Hong Zhou, Qiu Jun Wang, Ying Jiao Xu

Abstract: Earthquake effects of two typical deep soft sites selected from Tianjin(site 1)and Shanghai(site 2) are studied when the vertical inputting...

Authors: Dong Yan Shi, Jian Xu Long

Abstract: Dynamic characteristics of the building is its own inherent characteristics, natural frequency is one of the main features. Using the earth...

Authors: Jian Bin Zhao, Chao Xu, Yong Qiang Shi, Xiao Yan Feng

Abstract: The prediction accuracy of vertical ultimate bearing capacity of statically-pressured pipe pile is difficult to ensure with traditional...

Authors: Shi Lun Feng, Yong Han, Jun Li, Pu Lin Li, Jie Liu

Abstract: Through the analysis on monitoring data of the deep foundation pit in Tianjin, it was observed that the lateral deformation of the retaining...


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