Strength Analysis of the Construction Generated Soil Serving as Filling Material for the Consolidation Piles
2012 ◽
Vol 166-169
◽
pp. 1029-1032
Keyword(s):
In order to use the construction generated soil to replace high quality sand for consolidation pile filling partially. Soil specimens with different plasticity indexes were prepared. Undrained triaxial compression tests were carried out on the samples for studying the strength property. Experiments show that the prepared soil specimens are satisfied for the condition of internal friction angle bigger than 30° in term of plasticity index smaller than 30.
2016 ◽
Vol 10
(3)
◽
pp. 283-287
◽
2011 ◽
Vol 71-78
◽
pp. 4685-4688
◽
2019 ◽
Vol 56
(10)
◽
pp. 1395-1405
◽
2015 ◽
Vol 771
◽
pp. 104-107
2020 ◽
Vol 57
(3)
◽
pp. 448-452
◽
1994 ◽
Vol 31
(1)
◽
pp. A8
Keyword(s):
2016 ◽
Vol 53
(10)
◽
pp. 1583-1599
◽