Research on Dynamic Rheological Parameters and Rheological Model of Soft Soil

Article Preview

Abstract:

The soft soil is covered widely in China. Soft soil has obvious rheological character, it will induce landslide etc serious geologic disasters, and make severe threaten to stability and security of projects. The dynamic loading such as earthquake, raging billow, vibration are the important factors and mainly power of inducing landslide geological disaster. The rheological parameters of soft soil are tested and analyzed under dynamic loading, and the rheological model of soft soil is established. All these have important theory and actual signification for us to reveal rheological dynamic mechanism of landslide geological disaster under dynamic loading.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 261-263)

Pages:

1070-1073

Citation:

Online since:

May 2011

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Wu Shuren. Important Scientific and Technological Problems in the Field of Geological Hazard Prevention and Control—A Discussion. Journal of Geo-mechanics, 2004 , Res,(1),1-6.

Google Scholar

[2] De-bin Wu and Xu Wei-ya. Study on rheological Test and Viscoelastical constitutive Model for Shale. Chinese Journal of rock mechanics and Engineering, 2004, Res, 23(8), 1242 -1246.

Google Scholar

[3] Hu Hua. The rheological model and rheological equation of sullage soft soil under dynamic loading. Rock and Soil Mechanics, 2007 ,28(2): 237-240.

Google Scholar

[4] Hu Hua. The Analysis on Dynamic Rheologic mechanics for soft rock-soil to burst out Geologic disaster. Journal of catastrophology, 2005, 20(4): 61-65.

Google Scholar