2022
DOI: 10.1016/j.oceaneng.2022.111804
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The seepage study of transient caisson pull-out in sand

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Cited by 3 publications
(2 citation statements)
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“…The calculation of Based on Equation (1), the average hydraulic gradient along the drainage path can be defined as: i ave = p/(γ w s ave ). The caisson pullout velocity may be given roughly as: v = k•i ave according to Darcy's law [17]. Therefore, the differential pressure beneath the lid can be expressed by…”
Section: Effect Of Normalized Pullout Velocitymentioning
confidence: 99%
See 1 more Smart Citation
“…The calculation of Based on Equation (1), the average hydraulic gradient along the drainage path can be defined as: i ave = p/(γ w s ave ). The caisson pullout velocity may be given roughly as: v = k•i ave according to Darcy's law [17]. Therefore, the differential pressure beneath the lid can be expressed by…”
Section: Effect Of Normalized Pullout Velocitymentioning
confidence: 99%
“…The obvious permeability of sand results in a significant seepage field in soil domain [11], which has a prominent influence on the development of differential pressure. Pore pressure was a simulated transmission in numerical simulation by adding a thin layer of "water elements" between caisson lid and soil [12][13][14][15][16][17]. Vaitkunaite [18] conducted a series of large-scale model tests to study the development of differential pressure under axial loading.…”
Section: Introductionmentioning
confidence: 99%