›› 2007, Vol. 28 ›› Issue (8): 1600-1604.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of strength of soil-cement in reinforced soil-cement mixing diaphragm wall

KONG De-zhi   

  1. School of Civil Engineering and Architecture, Henan University, Kaifeng 475001, China)
  • Received:2005-08-23 Online:2007-08-10 Published:2013-10-15

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Abstract: The working mechanism of reinforced soil-cement mixing diaphragm wall has been analyzed. It is pointed out that the strength of soil-cement must be enough in the reinforced soil-cement mixing diaphragm wall. The strength of soil-cement between the shaped steels must be enough not only to load the shear stress, but also to load inclined section stress along the level. Although the contribution of soil-cement to vertical bending rigidity of the wall is too little to neglect, the compression strength of soil-cement must be enough to be kept integrity and water stop. On the other hand, the side restriction of soil-cement to shaped steels must be strong enough and be kept integrity to keep integral stability of shaped steels.

Key words: soil-cement, shear strength, compression strength, side restriction, integral stability

CLC Number: 

  • TU 473.2
  • 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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