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Effect of Loads on the Stability of Cohesive Slopes in Undrained Condition | ||
| Journal of Engineering | ||
| Article 1, Volume 11, Issue 1, 2005, Pages 61-78 | ||
| Authors | ||
| Mohammed Yousif Fattah; Mosa J. Al-Mosawe | ||
| Abstract | ||
| The underained stability of cohesive slopes (Φu=0) subjected loads is studied in this paper. Problems of this kind involved in structures rapidly built near the crest of cohesive slopes and heavy equipment (e.g. draglines, buldozers and railways) move on slop. Using the non-linear finite element method, the effects of loads and uniformly distributed loads are studied and the distribution of stresses under these loads is examined. The value of Pcr (critical line load) required equating the driving and resisting for a unit length of the slope was computed using the computer program. The process was repeated until a minimum Pcr was obtained. | ||
| Keywords | ||
| stability; slopes; Finite elements; cohesive | ||
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