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Finite Element Analysis of Equivalent Diameter of Prefabricated Vertical Drains

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成果类型:
期刊论文
作者:
Bao, M. D.;Zhu, J. G.;Geng, Z. Z.;Qian, B.;He, X.
通讯作者:
J. G. Zhu
作者机构:
[Zhu, J. G.; Bao, M. D.] Hohai Univ, Jiangsu Res Ctr Geotech Engn Technol, Minist Educ Geomech & Embankment Engn, Key Lab, Nanjing, Peoples R China.
[Qian, B.; Geng, Z. Z.] Nanjing Hydraul Res Inst, Geotech Engn Dept, Nanjing, Peoples R China.
[He, X.] Wuhan Polytech Univ, Sch Engn & Architecture, Wuhan, Peoples R China.
通讯机构:
[J. G. Zhu] K
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Jiangsu Research Center of Geotechnical Engineering Technology, Hohai University, Nanjing, China
语种:
英文
期刊:
Soil Mechanics and Foundation Engineering
ISSN:
0038-0741
年:
2021
卷:
58
期:
1
页码:
34-40
基金类别:
National Key R&D Program of China [2018YFC1508505]; Yalong River Joint Fund of Natural Science Foundation of China (NSFC) - Yalong River Basin Hydropower Development Co., Ltd.National Natural Science Foundation of China (NSFC) [U1865104]; NSFC 111 Project [B13024]; Edanz Group China
机构署名:
本校为其他机构
院系归属:
土木工程与建筑学院
摘要:
To clarify some of the inconsistencies in the research of equivalent diameter of PVDs, we constructed 3-D consolidation models of PVDs and sand drains using ABAQUS and compared models with and without sand drain resistance. When the sand drain resistance was included in the model, the equivalent diameters of the sand drains were 30, 65, 78, and 100 mm (for a 100-mm-wide, 4-mm-thick PVD) corresponding to PVD drainage depths (or soft soil layer thickness) of 2, 5, 8, and 10 m. Except for the depth of 2 m, the other results were higher than the values found in previous studies. The equivalent dia...

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