›› 2004, Vol. 25 ›› Issue (7): 1099-1101.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on settlement patterns of embankment on soft ground of alluvial flat

YAN Ke-zhen1, WANG Xiao-mou2, XIA Tang-dai1   

  1. 1.Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China; 2.College of Highway Engineering, Chang’an University, Xi’an 710064, China
  • Received:2003-04-21 Online:2004-07-09 Published:2014-07-18

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Abstract: This paper analyzes the site-measured settlement of the Yiluo River alluvial flat soft clay foundation in Henan province using the exponential method and the hyperbolic method; and calculates the final settlement and the consolidation parameters of the foundation. It is found that using the back-calculated permeability coefficient to calculate the settlement by FEA method is more close to the fact than the one calculated using test coefficient. Through analyzing a lot of field test data, the relationship between settlement and embankment height is summarized; and the critical embankment height 2.5 m on soft ground is obtained

Key words: soft clay ground, embankment, settlement, consolidation parameter

CLC Number: 

  • TU 433
  • 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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