Influence of Slope Density on the Stability and Deformation of Clayey Slopes

Author:

Tiwari Binod12333,Ajmera Beena12333,Khalid Mohammed12333,Donyanavard Samin12333,Chavez Rosalie12333

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, California State Univ., Fullerton, 800 N. State College Blvd., E-419, Fullerton, CA 92831.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, California State Univ., Fullerton, 800 N. State College Blvd., E-318, Fullerton, CA 92831.

3. Graduate Student, Dept. of Civil and Environmental Engineering, California State Univ., Fullerton, 800 N. State College Blvd., Fullerton, CA 92831.

Publisher

American Society of Civil Engineers

Reference8 articles.

1. ASTM D3080-11 (2011). "Standard Test Method for Direct Shear Tests of Soils under Consolidated Drained Conditions " ASTM International.

2. Rainfall thresholds for the initiation of landslides in central and southern Europe;Guzzetti F.;Meteorology and Atmospheric Physics,2007

3. Effect of Slope Steepness, Void Ratio and Intensity of Rainfall on Seepage Velocity and Stability of Slopes;Tiwari B.;Proceedings of the Geotechnical and Structural Engineering Congress,2016

4. Experimental Model of Rainfall Induced Slope Failure in Compacted Clays;Tiwari B.;Geotechnical Special Publication,2015

5. How rainfall and earthquake trigger shallow slides - experimental and numerical studies on laboratory prepared slopes;Tiwari B.;International Journal of Landslide and Environment,2013

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