Closure to “anisotropic hydraulic conductivity and critical hydraulic gradient of a crushed sandstone–mudstone particle mixture”-Reference-Cited by-同舟云学术

Closure to “anisotropic hydraulic conductivity and critical hydraulic gradient of a crushed sandstone–mudstone particle mixture”

Published:2017-09-06 Issue:6 Volume:36 Page:640-642
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Qiu Zhen-Feng¹²³,Wang Jun-Jie¹²³

Affiliation:

1. Key Laboratory of Hydraulic and Waterway Engineering of Ministry of Education, Chongqing Jiaotong University, Chongqing, P. R. China

2. Engineering Research Center of Diagnosis Technology and Instruments of Hydro-Construction, Chongqing Jiaotong University, Chongqing, P. R. China

3. National Engineering Research Center for Inland Waterway Regulation, Chongqing Jiaotong University, Chongqing, P. R. China

Funder

Chongqing Science and Technology Commission of China

National Natural Science Foundation of China

National Science and Technology Support Program of China under Grant

Chongqing Municipal Education Commission of China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2017.1361491

Reference10 articles.

1. Void Ratio of Noncohesive Soils and Similar Materials

2. Ahlinhan, M. F., and M. Achmus. 2010. Experimental investigation of critical hydraulic gradients for unstable soils. International conference on Scour and Erosion, San Francisco, CA: Scour and Erosion, 599–608.

3. Vertical pore structure profile of a compacted clayey soil

4. Liu, J. 2005. Seepage control of earth-rock dams: theoretical basis, engineering experiences and lessons (in Chinese). Beijing: China Waterpower Press, p. 219.