Experimental Study on the Time Effect of the Jacked Pile
2013 ◽
Vol 353-356
◽
pp. 125-129
Keyword(s):
Based on the strain-holding test by using GDS stress path triaxial apparatus, the changes of pore water pressure and stress of soil around the pile were simulated during and after pile jacking. Test results show as follows: excess pore water pressure and effective stress increment increase with strain and initial stress rising at the stage of strain applied. And at the stage of strain holding, effective stress increment increases with rising of strain and initial stress. For the total effective stress increment, the proportion of effective stress increment is large at the stage of strain applied. And at the stage of strain holding, the proportion of effective stress increment is small.
Keyword(s):
2011 ◽
Vol 368-373
◽
pp. 2795-2803
Keyword(s):
Keyword(s):
Keyword(s):
2021 ◽
Vol 21
(1)
◽
pp. 207-217
Keyword(s):
2021 ◽
Vol 692
(4)
◽
pp. 042112
Keyword(s):
2016 ◽
Vol 53
(9)
◽
pp. 1460-1473
◽
Keyword(s):
2011 ◽
Vol 261-263
◽
pp. 1534-1538