MODEL Test and Study of Vertical Loading Single Pile in Transversely Isotropy Clay
2011 ◽
Vol 368-373
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pp. 85-88
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According to the basic idea of similarity theory, the pile model in saturated transverse isotropic clay is determined. It imitates the moment of different positions along the pile and acceleration of each test point on the soil surface, under the same largest exciting force with different frequencies on the top of the pile. The results of experiment show that the variation trends of the moment are the same for different frequencies of excitation, looking like an inverse S. Acceleration value of each test point on the soil surface decreases with decline of the exciting frequency.
2011 ◽
Vol 105-107
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pp. 1380-1384
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2014 ◽
Vol 580-583
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pp. 693-696
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2009 ◽
Vol 57
(2)
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pp. 155-166
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2015 ◽
Vol 744-746
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pp. 531-535
2009 ◽
Vol 6
(3)
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pp. 5031-5071
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2012 ◽
Vol 18
(5)
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pp. 701-708
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