Study on effect of sliding stability of No.3 dam foundation of left powerhouse of Three Gorges Project due to No.4 dam foundation combined action using finite element method
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Study on effect of sliding stability of No.3 dam foundation of left powerhouse of Three Gorges Project due to No.4 dam foundation combined action using finite element method
Vol. 27, Issue 6, (2006)
作者机构:
1. 西安科技大学建筑与土木工程学院,西安,710054
2. 中国科学院武汉岩土力学研究所岩土力学重点实验室,武汉,430071
作者简介:
基金信息:
DOI:
CLC:TU457
Online First:14 November 2013,
Published:2006
稿件说明:
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REN Jian-xi, LI Chun-guang, GE Xiu-run. Study on effect of sliding stability of No.3 dam foundation of left powerhouse of Three Gorges Project due to No.4 dam foundation combined action using finite element method[J]. 2006, 27(6).
DOI:
REN Jian-xi, LI Chun-guang, GE Xiu-run. Study on effect of sliding stability of No.3 dam foundation of left powerhouse of Three Gorges Project due to No.4 dam foundation combined action using finite element method[J]. 2006, 27(6).DOI:
Study on effect of sliding stability of No.3 dam foundation of left powerhouse of Three Gorges Project due to No.4 dam foundation combined action using finite element method
3D-FEM computation model included 41 items large structural planes and 5 items faults in the real attitude and distribution in the No.3 dam foundation and No.4 dam foundation of left powerhouse of the Three Gorges Project combined action are created. The safety factor of No.3 dam foundation in deep sliding stability due to No.4 dam foundation combined action is studied. A new practical judge method of dam foundation stability safe factor based on 3D-FEM simulation results using strength reduction method is proposed; it has definite physics meaning. It shows that the combining action of No.4 dam foundation can increase the safety factor of No.3 dam foundation; but its effect is small.