›› 2007, Vol. 28 ›› Issue (S1): 828-832.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Method for predicting the soil settlement of super-high filled sand foundation of port stock yard

CHEN Yue-feng1, 2, ZHOU Jian1, ZHANG Qing-he1   

  1. 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Shaoxing College of Arts and Sciences, Shaoxing 31200, China
  • Received:2007-04-15 Online:2007-10-25 Published:2014-03-28

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Abstract: The feasibility of Terzaghi’s one-dimensional consolidation theory applied to complex engineering condition of layered soil foundation and multi-stage loading is analyzed based on the characters of the great area super-hill filled sand foundation engineering. The simplified calculation model and the corresponding one-dimensional consolidation program are given to calculate soil settlement. Combined with the reclamation port construction project in Shanghai, the consolidation settlements of filled sand and soft substratum are calculated and analyzed in details by the program. Through comparison between the results of calculation and centrifuge model test, the simplified calculation model is modified; and the method for predicting and estimating the soil settlement of deep filled sand and substratum is put forward.

Key words: Terzaghi’s one-dimensional consolidation theory, filled sand, soft substratum, compression, settlement, centrifuge model test

CLC Number: 

  • TU 470
  • 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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