A Parametric Study of Effect On Single Pile Integrity Due to An Adjacent Excavation Induced Stress Release in Soft Clay
2018 ◽
Vol 8
(4)
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pp. 3189-3193
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Keyword(s):
To gain new insights into single pile responses to adjacent excavations in soft ground, numerical parametric studies are carried out. An advanced hypoplastic (clay) constitutive model which takes account of small-strain stiffness is adopted. The effects of excavation depths (i.e. formation level) relative to pile were investigated by simulating the excavation near the pile shaft (i.e., He/Lp=0.67), next to (He/Lp=1.00) and below the pile toe (He/Lp=1.33). Among the three cases, the excavation in case of He/Lp=1.33 resulted in the largest pile settlement (i.e. 7.6%dp). On the other hand, the largest pile bending moment was induced in case of He/Lp=0.67.
2018 ◽
Vol 8
(1)
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pp. 2485-2492
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Keyword(s):
2018 ◽
Vol 8
(1)
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pp. 2577-2584
Keyword(s):
Keyword(s):
2014 ◽
Vol 580-583
◽
pp. 287-290
Keyword(s):
2019 ◽
Vol 5
(4)
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pp. 922-939
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Keyword(s):
2007 ◽
Vol 31
(4)
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pp. 496-505
Keyword(s):
1973 ◽
Vol 275
(1247)
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pp. 1-32
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