›› 2006, Vol. 27 ›› Issue (S1): 809-813.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on relationship between lateral displacement and settlement in soft ground under embankment

LI Fei1.2   

  1. 1. Department of Civil Engineering Yancheng Institute of Technology, Yancheng 224003, China; 2. Geotechnical Institute Hohai University, Nanjing 210098, China
  • Received:2005-03-26 Published:2006-12-15

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Abstract: The state-of-the art of lateral displacement in soft ground under embankment is reviewed. The problem is investigated using the relationship between the maximum lateral displacement and settlement of embankment center. The calculated model is established with finite element method. The computed results show that during the loading period Δym = ΔS and during the period of consolidation Δym = 0.14ΔS. The loading consequences also affect the ratio. The calculated results is helpful to the research on the lateral displacement.

Key words: embankment, lateral displacement, settlement, finite element method

CLC Number: 

  • TU 441
  • 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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