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About Chapter 4
This document discusses slope stability analysis methods from the Addis Ababa University, Faculty of Technology, Department of Civil Engineering. It begins with definitions of key terms related to slope stability. It then describes common types of slope failure such as translational, rotational, and flow slides. Some main causes of slope failure are then outlined, including erosion, rainfall, earthquakes, and human activities. The document goes on to introduce the limit equilibrium method for two-dimensional slope stability analysis and discusses stability analysis of infinite slopes, defining factors of safety. It provides equations for calculating critical slope angles and depths for homogeneous soils with and without seepage.
Detailed Information
| Author: | ['Yen Ling Ng'] |
|---|---|
| Publication Year: | 2014 |
| Pages: | 14 |
| Language: | English |
| Format: | |
| Price: | FREE |
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