Improved similarity criterion for seepage erosion using mesoscopic coupled PFC–CFD model

Author:

Ni Xiao-dong,Wang Yuan,Chen Ke,Zhao Shuai-long

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Reference17 articles.

1. KAMIL K, TUGCE B, MEHMET C B, ERSIN K. Evaluation of the hydraulic conductivity of saturated, fine-grained soils using a small-size centrifuge [J]. Electronic Journal of Geotechnical Engineering, 2013, 28: 2383–2395.

2. THUSYANTHAN N I, MADABHUSHI S P G. Scaling of seepage flow velocity in centrifuge models [J]. 2003, CUED/D-SOILS/TR326

3. EDUARDO D, JORGE G Z, ALEXANDRE R C. Suction profiles and scale factor for unsaturated flow and increased gravitational field [J] Soils and Foundations, 2004, 40(3): 79–89.

4. DEVENDRA N S, ASHOK K G. Modelling hydraulic conductivity in a small centrifuge [J]. Canadian Geotechnical Journal, 2000, 37(5): 1150–1155.

5. WANG Qiu-sheng, CHEN Zu-yu, SUI Hai-bin, HOU Yu-jing, LIANG Jian-hui. Modelling seepage flow velocity in centrifuge models [J]. Chinese Journal of Geotechnical Engineering, 2011, 33(8): 1235–1239.

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