Consolidation Theory for Composite Ground with Granular Columns Based on Different Calculation Models
2011 ◽
Vol 261-263
◽
pp. 1534-1538
Keyword(s):
The consolidation of the composite ground under non-uniformly distributed initial excess pore water pressure along depth was studied in two models which respectively considering both the radial and vertical flows in granular column and the vertical flow only in granular column, and the corresponding analytical solutions of the two models were presented and compared with each other. It shows that the distribution of initial excess pore water pressure has obvious influence on the consolidation of the composite ground with single drainage boundary, and the rate of consolidation considering the radial-vertical flow in granular column is faster than that considering the vertical flow only in granular column.
2019 ◽
Vol 25
(2)
◽
pp. 145-155
◽
2014 ◽
Vol 919-921
◽
pp. 641-644
2021 ◽
Vol 692
(4)
◽
pp. 042112
Keyword(s):
2016 ◽
Vol 53
(9)
◽
pp. 1460-1473
◽
Keyword(s):
2012 ◽
Vol 193-194
◽
pp. 1010-1013
Keyword(s):
2012 ◽
Vol 446-449
◽
pp. 1621-1626
◽
2019 ◽
Vol 145
(1)
◽
pp. 04018114
◽
Keyword(s):
2011 ◽
Vol 368-373
◽
pp. 2795-2803
Keyword(s):