Research on Factors Influencing Characteristics Experimentation and Mechanism of Rheological Parameters of Soft-Soil

Article Preview

Abstract:

Soft-soil has obvious rheology character, it will induce subsidence distortion, landslide etc serious geotechnical engineering and geologic disasters, and make severe threaten to stability and security of projects. The initializing shear stress and viscosity of sullage soft-soil are tested under static load, and the influencing characteristics are analyzed of which the percentage of clay and water affect the rheological parameters. The mechanism of which the percentage of clay and water affect the rheological parameters are opened out by using the theory analysis and technology of structure micrograph..The research results have have theoretic and practical significance for us to analyse changing disciplinarian of rheological parameters, reinforce soft-soil foundation, raise bearing capacity and whole strengthen of soft-soil.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

3123-3127

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] CHEN Xi-zhe, mechanics and foundation engineering. [M].Beijing, Tsinghua University publishing company, 2003.

Google Scholar

[2] LI Zhong-lin, engineering geology[M].Guangzhou, South China University of Technology publishing company, 2003.

Google Scholar

[3] CAO Ji-dong. Zhen-han CHEN, et al, Study on characteristics of seismic depression of soft clay in Xiamen[J]. Rock and Soil Mechanics, 2004, 25(1):160-164

Google Scholar

[4] Hu Hua. Analysis on the percentage of clay Influencing Characteristics and Mechanism of Rheological Parameters of Sullage soft-soil [J]. Geotechnical Engineering World, 2005(11):34-36

Google Scholar

[5] Hu Hua. The Influencing Characteristics and Mechanism of Water Content on Rheological Parameters of Soft-soil [J].Geotechnical Engineering Technique,2005,19(3):134-136.

Google Scholar