Hydraulic Conductivity of Geosynthetic Clay Liners to Recirculated Municipal Solid Waste Leachates-Reference-Cited by-同舟云学术

Hydraulic Conductivity of Geosynthetic Clay Liners to Recirculated Municipal Solid Waste Leachates

Published:2016-02 Issue:2 Volume:142 Page:04015074
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bradshaw Sabrina L.¹,Benson Craig H.²,Rauen Tammy L.³

Affiliation:

1. Associate Researcher, Geological Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706 (corresponding author).

2. Wisconsin Distinguished Professor and Chair, Geological Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706.

3. Senior Project Engineer, Golder Associates, Lakewood, CO 80228.

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.1943-5606.0001387

Reference34 articles.

1. Hydraulic performance of untreated and polymer-treated bentonite in inorganic landfill leachates

2. ASTM. (2003). “Standard test method for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter.” ASTM D5084 West Conshohocken PA.

3. ASTM. (2006). “Standard specification for reagent water.” ASTM D1193-06 West Conshohocken PA.

4. ASTM. (2010). “Standard test method for measuring the exchange complex and cation exchange capacity of inorganic fine-grained soils.” ASTM D7503-10 West Conshohocken PA.

5. ASTM. (2012). “Standard test method for evaluation of hydraulic properties of geosynthetic clay liners permeated with potentially incompatible aqueous solutions.” ASTM D6766-12 West Conshohocken PA.

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