Physical model test of transparent soil on coupling effect of cut-off wall and pumping wells during foundation pit dewatering-Reference-Cited by-同舟云学术

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Physical model test of transparent soil on coupling effect of cut-off wall and pumping wells during foundation pit dewatering

Published:2018-03-23 Issue:1 Volume:14 Page:141-162
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Wang Jianxiu^ORCID,Liu Xiaotian,Liu Shaoli,Zhu Yanfei,Pan Weiqiang,Zhou Jie

Funder

National Key Basic Research Program of China

Shanghai Tunnel Engineering Co., Ltd.

Shanghai Pujiang Program

Shanghai Municipal Science and technology project

GDUE Open Funding

LSMP Open Funding

Opening fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection

National Key R&D Program of China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/article/10.1007/s11440-018-0649-2/fulltext.html

Reference70 articles.

1. Bear J (1979) Hydraulics of groundwater. McGraw-Hill, New York

2. Behrooz-Koohenjani S, Samani N, Kompani-Zare M (2013) Steady flow to a partially penetrating blind-wall well in a confined aquifer. Hydrol Process 27(16):2271–2279. https://doi.org/10.1002/hyp.9353

3. Butler JJJ, Liu WZ (1991) Pumping tests in non-uniform aquifers—the linear strip case. J Hydrol 128(1–4):69–99. https://doi.org/10.1016/0022-1694(91)90132-2

4. Casagrande A (1937) Seepage through dams. J New England Water Works Assoc 51(2):131–172

5. Chen J, Wada N (1986) Visualization of immiscible displacement in a three-dimensional transparent porous medium. Exp Fluids 4(6):336–338. https://doi.org/10.1007/BF00266299

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