Hydraulic Performance of Overlapped Geosynthetic Clay Liner Seams Requiring Field-Applied Supplemental Bentonite-Reference-Cited by-同舟云学术

Hydraulic Performance of Overlapped Geosynthetic Clay Liner Seams Requiring Field-Applied Supplemental Bentonite

Published:2016-12 Issue:12 Volume:142 Page:04016067
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Brachman Richard W. I.¹,Joshi Prabeen²,Kerry Rowe R.³

Affiliation:

1. Professor, GeoEngineering Centre at Queen’s–RMC, Queen’s Univ., Kingston, Canada K7L 3N6 (corresponding author).

2. Ph.D. Student, GeoEngineering Centre at Queen’s–RMC, Queen’s Univ., Kingston, Canada K7L 3N6.

3. Professor and Canada Research Chair, Geotechnical and Geoenvironmental Engineering, GeoEngineering Centre at Queen’s–RMC, Queen’s Univ., Kingston, Canada K7L 3N6.

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.1943-5606.0001566

Reference35 articles.

1. Anderson J. D. and Allen S. R. (1995). “What are the real design considerations when using a geosynthetic clay liner (GCL)?” Proc. 9th Annual Municipal Solid Waste Management Conf. Austin TX.

2. Laboratory Study of Downslope Erosion for 10 Different GCLs

3. ASTM. (2006). “Standard test method for swell index of clay mineral component of geosynthetic clay liners.” ASTM D5890 West Conshohocken PA.

4. ASTM. (2009). “Standard test methods for particle-size distribution (gradation) of soils using sieve analysis.” ASTM D6913 West Conshohocken PA.

5. Forensic analysis of excessive leakage from lagoons lined with a composite GCL

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