Improvement on the Three-dimensional Model of the Stability of Slurry Trenchs in Diaphram Wall Engineering

Li Chao

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2004 > 18(5): 230-234

Li Chao. Improvement on the Three-dimensional Model of the Stability of Slurry Trenchs in Diaphram Wall Engineering[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 230-234.

Citation:

Li Chao. Improvement on the Three-dimensional Model of the Stability of Slurry Trenchs in Diaphram Wall Engineering[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 230-234.

Li Chao. Improvement on the Three-dimensional Model of the Stability of Slurry Trenchs in Diaphram Wall Engineering[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 230-234.

Citation:

Li Chao. Improvement on the Three-dimensional Model of the Stability of Slurry Trenchs in Diaphram Wall Engineering[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 230-234.

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Improvement on the Three-dimensional Model of the Stability of Slurry Trenchs in Diaphram Wall Engineering

Li Chao

Shanghai Geotechnical Investigation & Design Institute Co. Ltd., Shanghai 200002 China

Received Date: 2004-06-21
Available Online: 2021-07-08

Abstract

Abstract

Through modifying the current mechanical model and the current cumputational method of the stability of slurry trenchs in diaphram wall engineering,the improved parabolic cylinder model is put forward.The objective function based on the limit equilibrium theory is established and designed with the complex optimal method.The superiority of this method is proved by engineering practice.
- the improved paracurve cylinder model,
- complex optimal method,
- stability of slurry trench,
- diaphram wall