The Numerical Simulation Research about the Deformation and Stability of Cut-Off Wall´s Foundation Trench Zhikong Hydropower Station, Tibet, China

Qing Song Huang; Yu Sheng Li; Song Ye

doi:10.4028/www.scientific.net/AMM.353-356.2506

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356The Numerical Simulation Research about the...

The Numerical Simulation Research about the Deformation and Stability of Cut-Off Wall´s Foundation Trench Zhikong Hydropower Station, Tibet, China

Abstract:

Through the numerical simulation research about the deformation and stability of cut-off wall´s foundation trench in Zhikong Hydropower Station China ^[1]. The text explained the major factors which were construction scheme and the strength of interior bracing structure of the deformation and stability about the foundation trench. In the early construction, the two reasons caused the large deformation. When adjusted the construction scheme and the strength of interior bracing structure, the deformation state of foundation trench and supporting system became much better.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

2506-2510

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.2506

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Online since:

August 2013

Authors:

Qing Song Huang, Yu Sheng Li*, Song Ye

Keywords:

Displacement Deformation, Foundation Trench, Numerical Simulation, Structure Support

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