A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Slope Stability and Slope Engineering
This chapter contains sections titled:
Introduction
Failure Modes
The Place of Analytical and Nonanalytical Methods for Assessing the Stability of Natural Slopes
Application and Limitations of Analytical Methods
Uncertainties in Material Properties
Uncertainties in the Seepage and Pore Pressure State
The Worst‐Case Assumption Regarding the Water Table
Transient Analysis of Rainfall Influence on the Stability of a Homogeneous Clay Slope
Modeling Stability Changes Resulting from Varying Rainfall Intensities
The Hong Kong Situation
Back‐Analysis Methods to Determine Soil Parameters
Slope Design
References
Slope Stability and Slope Engineering
This chapter contains sections titled:
Introduction
Failure Modes
The Place of Analytical and Nonanalytical Methods for Assessing the Stability of Natural Slopes
Application and Limitations of Analytical Methods
Uncertainties in Material Properties
Uncertainties in the Seepage and Pore Pressure State
The Worst‐Case Assumption Regarding the Water Table
Transient Analysis of Rainfall Influence on the Stability of a Homogeneous Clay Slope
Modeling Stability Changes Resulting from Varying Rainfall Intensities
The Hong Kong Situation
Back‐Analysis Methods to Determine Soil Parameters
Slope Design
References
Slope Stability and Slope Engineering
Wesley, Laurence D. (author)
2010-08-25
38 pages
Article/Chapter (Book)
Electronic Resource
English
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