Research on the Dynamic Characteristics of Clay

Qian Feng; Heng Li; Yi Zhang

doi:10.4028/www.scientific.net/AMM.535.764

Paper Titles

Influence of Organic Matters on Forward Osmosis Membrane Performance
p.744

Optimized Vatting Condition Study for Natural Indigo Dyeing on Silk Yarn
p.749

Photochemical Synthesis of Pd Core @ Pt Shell Nanoparticles in Polyethylene Glycol (PEG) Solution System
p.753

Removal of Cu, Ni, Zn, Cd and Pb in Artificial Acid Mine Drainage by Modified Oxygen Releasing Compounds
p.758

Research on the Dynamic Characteristics of Clay
p.764

Scouring Cotton Fabric by Water-Extracted Substance from Soap Nut Fruits and Licorice
p.768

The Biobleaching Effects of Xylanase from Streptomyces griseorubens LH-3 on Bagasse Pulp
p.772

The Influence of Total Hardness on Chlorine Decay in Water Distribution Systems
p.776

Influence of Carbon Nano-Fiber on Mechanical Property of PALC
p.785

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 535Research on the Dynamic Characteristics of Clay

Research on the Dynamic Characteristics of Clay

Abstract:

In order to obtain the dynamic response characteristics of soil parameters, dynamic triaxial test is a commonly used method, but the project generally use the resonant column test instead. We selected a typical clay in Wuhan were carried out dynamic triaxial and resonant column test, get the relationship of the dynamic shear modulus ratio and dynamic strain under different dynamic stress and dynamic relationship with the dynamic strain damping ratio, respectively. Comparative analysis showed that the resonant column test obtained smaller results than the dynamic triaxial test.

You might also be interested in these eBooks

Energy Engineering and Environment Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 535)

Pages:

764-767

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.535.764

Citation:

Cite this paper

Online since:

February 2014

Authors:

Qian Feng*, Heng Li, Yi Zhang

Keywords:

Damping Ratio, Dynamic Shear Modulus, Dynamic Strain, Dynamic Triaxial Test, Resonant column test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] SUN Rui, YUAN Xiao-ming, LIU Xiao-jian. Effects of dynamic shear modulus ratio and velocity on surface ground motion and their equivalent relations. Chinese Journal of Geotechnical Engineering, 2009, 31: 1267-1274.

Google Scholar

[2] WANG Ruheng, JIA Bin, DENG Anfu, WANG Jiewei. DYNAMIC TRIAXIAL TESTING STUDY ON DYNAMIC CHARACTERISTICS OF SANDY PEBBLE SOIL. Chinese Journal of Rock Mechanics and Engineering. 2006, 25: 4059-4064.

Google Scholar

[3] JIN Jian-jun, ZHANG Hong-ru. Study on Sand Liquefaction Characteristics by MTS Dynamic Tri-Axial Test. Journal of Beijing Jiaotong Univestity. 2006, 30: 60-63.

Google Scholar

[4] LIU Xia, JIA Rong-guang, DU Li-ying, ZHONG Pu-yu, CUI Gui-mei. Effect of Consolidation Time on Dynamic Shear Modulus Ratio and Damping Ratio in Dynamic Triaxial Test. North China Earthquake Sciences. 2010, 28: 31-36.

Google Scholar

[5] LU Xiaofei, CHEN Peixiong, YANG Yiju, CHEN Xiaoling, LI Dong. The resonant column test study on marine silty clay. WORLD EARTHQUAKE ENGINEERING. 2010, 26: 1-5.

Google Scholar

[6] LI Jian, CHEN Shan-xiong, JIANG Ling-fa, XIONG Shu-dan. Resonant Column Test on Dynamic Shear Modulus and Damping Ratio of the Remolded Red Clay. Journal of Sichuan University( Engineering Science Edition). 2007, 45: 62-68.

DOI: 10.1201/b14896-23

Google Scholar