DYNAMIC CHARACTERISTICS OF THE CLAY CORE MATERIAL FOR EARTH AND ROCKFILL DAMS

Zhang Pei; Zhu Han; Zhao Ke; Huang Bin

doi:10.13204/j.gyjz201307016

Volume 43 Issue 7

Dec. 2014

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Zhang Pei, Zhu Han, Zhao Ke, Huang Bin. DYNAMIC CHARACTERISTICS OF THE CLAY CORE MATERIAL FOR EARTH AND ROCKFILL DAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 68-71. doi: 10.13204/j.gyjz201307016

Citation:

Zhang Pei, Zhu Han, Zhao Ke, Huang Bin. DYNAMIC CHARACTERISTICS OF THE CLAY CORE MATERIAL FOR EARTH AND ROCKFILL DAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 68-71. doi: 10.13204/j.gyjz201307016

Zhang Pei, Zhu Han, Zhao Ke, Huang Bin. DYNAMIC CHARACTERISTICS OF THE CLAY CORE MATERIAL FOR EARTH AND ROCKFILL DAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 68-71. doi: 10.13204/j.gyjz201307016

Citation:

Zhang Pei, Zhu Han, Zhao Ke, Huang Bin. DYNAMIC CHARACTERISTICS OF THE CLAY CORE MATERIAL FOR EARTH AND ROCKFILL DAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 68-71. doi: 10.13204/j.gyjz201307016

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DYNAMIC CHARACTERISTICS OF THE CLAY CORE MATERIAL FOR EARTH AND ROCKFILL DAMS

doi: 10.13204/j.gyjz201307016

1.
1. School of Civil Engineering,Tianjin University,Tianjin 300072,China;
2.
2. Key Laboratory of Coast Civil Structure Safety(Tianjin University),Tianjin 300072,China;
3.
3. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan 430010

Received Date: 2013-02-27
Publish Date: 2013-07-20

Abstract

Abstract

Based on the actual situation of engineering, the clay core impervious material of the soil core wall rock fill dam was studied, the influences of different confining stresses considered.Through dynamic triaxial test, dynamic characteristics of the clay core impervious material under 5 selected confining were studied;the impacts of confining stresses on it were concluded.In the range of analyzed confining stress, the dynamic elastic modulus of the clay core impervious material was increased markedly with an increase of confining stress;power correlations between its two parameters containing the maximum dynamic elastic modulus and the average principal stress were obtained, the maximum dynamic elastic modulus of the clay core impervious material was increased markedly with an increase of the average principal stress by exponential form;the damping ratio curve and dynamic shear modulus ratio curves were normalized well under diferent confining stress conditions.
- clay core impervious material,
- confining stress,
- dynamic triaxial test,
- dynamic elastic modulus,
- dampingratio,
- dynamic shear modulus

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References(12)

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