Simplified Approach to the Problem of Stability of Soil Slopes Under Horizontal Earthquake and Pore Pressure
A problem that has confronted engineers for a great number of years is that of determining the stability of soil slopes. Many factors introduce complications into stability analysis. Most embankments contain heterogeneous soils, often of several types. This and other complications usually necessitat...
| Main Author: | |
|---|---|
| Format: | Others |
| Published: |
DigitalCommons@USU
1964
|
| Subjects: | |
| Online Access: | https://digitalcommons.usu.edu/etd/1586 https://digitalcommons.usu.edu/cgi/viewcontent.cgi?article=2585&context=etd |