Vibration, Structural Engineering and Measurement I

Volumes 105-107

doi: 10.4028/

Paper Title Page

Authors: Zhong Hu Zhao

Abstract: Fracture energy, which reflects the split property of brittle materials, is a significant parameter. For present tests of measuring it, the...

Authors: Zan Cheng Zhu, Fan Bo Guo, Feng Hua Jiang, Xiao Gang Wang

Abstract: To further verify the feasibility of theoretic calculation, according to similarity theory, the principles and methods of pile...

Authors: Yan Zheng

Abstract: First describe the selecting rule of the C-M and D-P failure criterion and the rule and the relations of the D-P criterion parameter with...

Authors: Hao Li, Wei Nan Lu

Abstract: Permafrost is widespread in China, especially in Northeast China and the Qinghai-Tibet Plateau. Regions like Qinghai-Tibet Plateau have the...

Authors: Ji Min Wu, Shu Zhen Feng, Hai Cui

Abstract: Based on the recursion method of shearing ragidity of soil layer, dynamic torsional impedance of the radial inhomogeneous viscoelastic soil...

Authors: Xin Hou, Kai Wang, Xiao Qing Wang

Abstract: After the impoundment of the Three Gorges Reservoir, geomorphology of the Yangtze River tributaries changed greatly. The Xiaojiang River in...

Authors: Neng Juan Zhou, Lei Nie, Shi Wei Shen, Min Zhang

Abstract: In the smooth blasting of the tunnel, many studies indicate that the effects of joints on blasting are over than the nature of the rock...

Authors: Shih Tsung Hsu

Abstract: This study developed a numerical method to establish a comprehensive load-settlement curve for a driven pile. Analysis results shown that...

Authors: Yang Zhou, De Gao Zou, Xian Jing Kong, Meng Fu

Abstract: In this paper, three-dimensional(3-D) finite element(FE) method is used to analyze the stresses of face slab of the 300m high concrete face...

Authors: De Gao Zou, Tao Gong, Jing Mao Liu, Xian Jing Kong

Abstract: Two of the most important parameters in dynamic analysis involving soils are the dynamic shear modulus and the damping ratio. In this study,...


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