›› 2006, Vol. 27 ›› Issue (S1): 897-901.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Finite element analysis of mutual anchoring thin retaining wall

LI Hou-min，XIONG Jian-min，YU Tian-qing   

  1. Hubei University of Technolog, Wuhan 430068, China
  • Received:2006-05-10 Published:2006-12-15

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Abstract: The mutual anchoring thin retaining wall is a newly-developed structure, which is cheap, convenient and workable not only from a technical but also from an economic point of view. Therefore it can be widely used in civil engineering. On the basis of in-situ test, finite element analysis is conducted to verify each other. Variation rules on the stress of tensile bar, lateral earth pressure and lateral displacement are presented; and that provide theoretical guide for the design and optimization of the new structures.

Key words: retaining wall, mutual anchoring, earth pressure, finite element analysis

CLC Number: 

  • TU 476+.4
  • 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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