The Analysis on Monitoring Data and Finite Element Simulation of the Deep Foundation Pit in Tianjin
2011 ◽
Vol 243-249
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pp. 2543-2547
Keyword(s):
Through the analysis on monitoring data of the deep foundation pit in Tianjin, it was observed that the lateral deformation of the retaining wall at the corner was smaller than the deformation in the middle. Based on the analysis of the results drawn from finite element simulation of the excavation process and the monitoring data, appropriate supporting structure stiffness parameters values used in Plaxis and Qimingxing are recommended for designing deep foundation pits in soft soil area.
Keyword(s):
Keyword(s):
2015 ◽
Vol 744-746
◽
pp. 579-583
2012 ◽
Vol 174-177
◽
pp. 2020-2023
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Keyword(s):
2018 ◽
Vol 15
(4)
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pp. 1231-1241
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Keyword(s):
2012 ◽
Vol 594-597
◽
pp. 3019-3023
2012 ◽
Vol 256-259
◽
pp. 1908-1911
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Keyword(s):
2019 ◽
Vol 267
◽
pp. 032060
Keyword(s):
2013 ◽
Vol 443
◽
pp. 79-83