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Geological Engineering: Proceedings of the 1st International Conference (ICGE 2007)
Editor
Baosong Ma
Baosong Ma
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ISBN:
9780791802922
No. of Pages:
1760
Publisher:
ASME Press
Publication date:
2009

Based on the static load tests and stress tests results of two cases in Karst area, the bearing behavior of piles were analyzed and compared in this paper, caves in the base of piles not only affect the base resistances, but also affect the frictions of piles. The finite element method was applied to analyze the influence of rocks in the base of piles on bearing capacities of piles, according to the calculated results; the modulus of rocks affects the bearing capacities greatly, bearing capacities increase with the modulus of rocks increasing.

Abstract
Introduction
Influence of Fracture Zone on the Bearing Behavior of Piles
Influence of Caves on Bearing Capacity of Piles (1)
Influence of Base Stratum Strength on the Bearing Capacities of Piles with the Finite Element Method
Conclusion
References
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