Paper Title:
An Experimental Study on the Mechanical Properties of Soils of the Landslide Induced by Rainfall
  Abstract

Geotechnical tests are performed to study the strain-stress behavior and mechanical parameters by using the automatic KTG triaxial shear apparatus. This study shows that the strain softening phenomenon emerges after the peak values of strain-stress relations appear for the sliding-body soils, and that the strain-stress relations are in the sate of strain hardening all the time for the sliding-zone soils although the water content keeps sameness. The variation laws of cohesion and internal friction angle with water content are respectively consistent with an exponential function and linear relation.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
1303-1306
DOI
10.4028/www.scientific.net/AMM.90-93.1303
Citation
D. H. Hao, J. F. Qi, B. Wang, S. Q. Zhao, "An Experimental Study on the Mechanical Properties of Soils of the Landslide Induced by Rainfall", Applied Mechanics and Materials, Vols. 90-93, pp. 1303-1306, 2011
Online since
September 2011
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