Numerical Simulation Program of the Foundation Pit
2012 ◽
Vol 588-589
◽
pp. 1304-1307
Keyword(s):
In this paper, a deep foundation pit of one subway station is analyzed under two different precipitation conditions, and the deformation laws of the pit under one-time precipitation and step-by-step precipitation conditions are investigated. The results indicate that the deformations caused by one-time precipitation are significantly larger than the deformations caused by step-by-step precipitation. Therefore, a step-by-step precipitation scheme is preferred in order to reduce the deformation cause by foundation excavation, when construction period permits.
2011 ◽
Vol 243-249
◽
pp. 546-551
2011 ◽
Vol 90-93
◽
pp. 485-489
2021 ◽
Keyword(s):
2010 ◽
Vol 114
(3-4)
◽
pp. 251-260
◽
Keyword(s):
2014 ◽
Vol 638-640
◽
pp. 507-511
2013 ◽
Vol 353-356
◽
pp. 159-162
Keyword(s):