A novel analytical approach for predicting the noncylindrical pile penetration-induced soil displacement in undrained soil by combining use of cavity expansion and strain path methods
2018 ◽
Vol 42
(11)
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pp. 1270-1305
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Keyword(s):
2020 ◽
Vol 17
(2)
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pp. 2-15
2017 ◽
Vol 17
(9)
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pp. 04017046
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Keyword(s):
2014 ◽
Vol 35
(2)
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pp. 103-133
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Keyword(s):