Measuring Critical Gradients for Soil Loosening and Initiation of Backward Erosion-Piping Mechanism-Reference-Cited by-同舟云学术

Measuring Critical Gradients for Soil Loosening and Initiation of Backward Erosion-Piping Mechanism

Published:2020-08 Issue:8 Volume:146 Page:04020069
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Peng Sige¹^ORCID,Rice John D.²^ORCID

Affiliation:

1. Ph.D. Student, Civil and Transportation Institute, South China Univ. of Technology, Guangzhou, Guangdong, China; State Key Laboratory of Subtropical Building Science, South China Univ. of Technology, Guangzhou, Guangdong, China. ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., Logan, UT 84322 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002277

Reference33 articles.

1. Allan R. J. 2017. “Backward erosion piping.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of New South Wales.

2. Petrographical factors relating to porosity and permeability in the fell sandstone

3. Dams, barrages, and weirs on porous foundations;Bligh W. G.;Eng. News,1910

4. Lessons from the failure of a weir and sluices on porous foundations;Bligh W. G.;Eng. News,1913

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