The Numerical Simulation Research about the Deformation and Stability of Cut-Off Wall´s Foundation Trench Zhikong Hydropower Station, Tibet, China
2013 ◽
Vol 353-356
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pp. 2506-2510
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Keyword(s):
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.
2021 ◽
Vol 1838
(1)
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pp. 012061
2021 ◽
Vol 781
(4)
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pp. 042008
Keyword(s):
2021 ◽
Vol 774
(1)
◽
pp. 012050
2011 ◽
Vol 181-182
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pp. 366-371
2021 ◽
Vol 631
◽
pp. 012110
Keyword(s):
2000 ◽
Vol 66
(644)
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pp. 1406-1412
Keyword(s):
2012 ◽
Vol 468-471
◽
pp. 2248-2254
Keyword(s):
2018 ◽
Vol 28
(6)
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pp. 925-932
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2016 ◽
Vol 851
◽
pp. 163-167
Keyword(s):