The Test Study to the Changes of Excess Pore Water Pressure during Precast Pile Construction
2012 ◽
Vol 193-194
◽
pp. 1010-1013
Keyword(s):
The construct to precast pile in thick clayey soil can cause the accumulation of excess pore water pressure. The high excess pore pressure can make soil, buildings and pipes surrounded have large deflection, even make them injured. Combining with actual projects, this paper presents an in-situ model test on the changes of excess pore water pressure caused by precast pile construct. It is found that the radius of influence range for single pile driven is about 15m,the excess pore water pressure can reach or even exceed the above effective soil pressure, and there are two relatively stable stages.
2012 ◽
Vol 446-449
◽
pp. 1718-1722
2013 ◽
Vol 448-453
◽
pp. 1256-1259
2015 ◽
Vol 52
(12)
◽
pp. 2156-2162
◽
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
2012 ◽
Vol 446-449
◽
pp. 1621-1626
◽
2019 ◽
Vol 145
(1)
◽
pp. 04018114
◽
Keyword(s):
2011 ◽
Vol 368-373
◽
pp. 2795-2803
Keyword(s):