Practical analysis of piled raft foundation considering ultimate capacity of piles

Yang Min; Wang Shujuan; Wang Bojun; Zhou Ronghua

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Volume 20 Issue 5

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Chinese Journal of Geotechnical Engineering > 1998 > 20(5): 85-89.

Yang Min, Wang Shujuan, Wang Bojun, Zhou Ronghua. Practical analysis of piled raft foundation considering ultimate capacity of piles[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 85-89.

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Practical analysis of piled raft foundation considering ultimate capacity of piles

Tongji University Shanghai 200092 Shanghai Postal Design Institute Shanghai 200070

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Published Date: September 23, 1998

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Abstract

Abstract

The approach for analysis of single pile with Geddes’ formulae is extended to piled raft foundation and “Cut-off” method for ultimate load is used to simulate soil’s ideal elastic plasticity. Comparison of observed settlements for a number of tall buildings in Shanghai has been carried out with calculated results, which proves its feasibility and practicability for the analysis of piled raft foundation.
- piled raft foundation,
- interaction,
- ideal elastic plasticity.