›› 2006, Vol. 27 ›› Issue (S1): 869-874.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on composite foundation with rigid-flexible piles under variable parameters

ZHU Kui1，XU Ri-qing1，GUO Yin1，ZHOU Peng-fei2   

  1. 1. Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China；2. Wenzhou University, Wenzhou 325000, China)
  • Received:2006-04-25 Published:2006-12-15

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Abstract: In order to study the load-bearing and deformation characteristics of composite foundation with rigid-flexible pile, six static load tests of composite foundation with rigid-flexible piles are carried out under variable parameters, and pressure cells beneath bearing plate are monitored in the process of static load tests. On basis of the test result, the authors analyze systematically the influences of different cushion parameters and replacement ratios, and some meaningful conclusions are obtained.

Key words: cushion, composite foundation with rigid-flexible piles, static load test, replacement ratio, failure model

CLC Number: 

  • TU 473
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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