Method of Estimating the Foundation Settlement under Different Working Conditions through Settlement Measurement
2015 ◽
Vol 744-746
◽
pp. 527-530
Keyword(s):
In the large-area soft foundation reinforcement project, the loading process is relatively complicated and the preloading load is not consistent with the service load in most cases; thus the conventional settlement curve fitting method cannot nicely predict the post-construction settlement of foundation under the service load. The back analysis method can be used to obtain the calculation parameters, so the settlement and consolidation conditions under various different loads at different time can be calculated and the foundation settlement hereby can be estimated exactly.
2016 ◽
Vol 8
(12)
◽
pp. 168781401668239
◽
Keyword(s):
Keyword(s):
1993 ◽
Vol 272
(1)
◽
pp. 125-134
◽
2007 ◽
Vol 46
(13)
◽
pp. 4549-4560
◽
2016 ◽
Vol 24
◽
pp. 4604-4610
◽
Keyword(s):
2015 ◽
Vol 3
(6)
◽
pp. 229-251
◽
2012 ◽
pp. 295-299
Keyword(s):