End Bearing Capacity of Drilled Shafts in Rock
β Scribed by Kulhawy, Fred H.; Prakoso, Widjojo A.; Zhang, Lianyang; Einstein, Herbert H.
- Book ID
- 127077597
- Publisher
- American Society of Civil Engineers
- Year
- 1999
- Tongue
- English
- Weight
- 149 KB
- Volume
- 125
- Category
- Article
- ISSN
- 1090-0241
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π SIMILAR VOLUMES
The load distribution and deformation of rock-socketed drilled shafts subjected to axial loads are evaluated by a load transfer method. The emphasis is on quantifying the effect of coupled soil resistance in rock-socketed drilled shafts using 2D elasto-plastic finite element analysis. Slippage and s
Osterberg-Cell (O-Cell) tests are widely used to predict the load-settlement behavior of large-diameter drilled shafts socketed in rock. The loading direction of O-Cell tests for shaft resistance is opposite to that of conventional downward load tests, meaning that the equivalent top load-settlement