Field Test Verification and Consolidation Model of a Sand-Doped Soft Soil Foundation with Vacuum Pressure-Reference-Cited by-同舟云学术

Field Test Verification and Consolidation Model of a Sand-Doped Soft Soil Foundation with Vacuum Pressure

Published:2023-07 Issue:7 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cao Yupeng¹^ORCID,Zhang Rui²,Bian Xia³^ORCID,Weng Jiaxing⁴,Yao Da⁵

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Weifang Univ., Weifang 261061, China; Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China. ORCID: .

2. Assistant Engineer, China Railway Construction Engineering Group Shandong Co., Ltd., Qingdao 266109, China.

3. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: .

4. Postdoctoral Fellow, Jiangsu Water Source Company Ltd. of the Eastern Route of the South-to-North Water Diversion Project, Nanjing 210000, China.

5. Engineer, Jiangsu Hongji Water Source Technology Co., Ltd., Yangzhou 225000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8196

Reference54 articles.

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3. Laboratory performance tests on natural prefabricated vertical drains in marine clay;Asha B. S.;Proc. Inst. Civ. Eng. Ground Improv.,2015

4. Consolidation of fine-grained soils by drain wells;Barron R. A.;Trans. ASCE,1948

5. Analytical solutions of sand drain problems;Basak P.;J. Geotech. Eng. Div.,1978

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