Phreatic Surface Calculation and Stability Analysis of Three-Dimensional Bank Slopes with Reservoir Drawdown

Author:

Wang Jiao1,Wang Wei2,Shi Lu3,Sun Guanhua4

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.

2. Professor, State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China (corresponding author).

3. Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

4. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference34 articles.

1. The use of the Slip Circle in the Stability Analysis of Slopes

2. Recherches théoriques sur l’écoulement des nappes d’eau infiltrées dans le sol et sur débit de sources;Boussinesq J.;J. Math. Pures Appl.,1904

3. Numerical Analysis of Rainfall Effects on Slope Stability

4. A three-dimensional limit equilibrium method for slope stability analysis;Chen Z. Y.;Chin. J. Geotech. Eng.,2001

5. Limit Equilibrium Analysis of Slope Stability with Coupling Nonlinear Strength Criterion and Double-Strength Reduction Technique

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