Causes of High Internal Pore Pressure in a Downward-Draining MSW Landfill-Reference-Cited by-同舟云学术

Causes of High Internal Pore Pressure in a Downward-Draining MSW Landfill

Published:2024-03 Issue:3 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Beaven Richard¹^ORCID,White Jim²,Woodman Nick³,Rees-White Tristan³,Smethurst Joel⁴^ORCID,Stringfellow Anne³,Powrie William⁵,Kanen Twan⁶

Affiliation:

1. Principal Research Fellow, Faculty of Engineering and Physical Sciences, Univ. of Southampton, Southampton SO17 1BJ, UK (corresponding author). ORCID: .

2. Emeritus Professor, Faculty of Engineering and Physical Sciences, Univ. of Southampton, Southampton SO17 1BJ, UK.

3. Senior Research Fellow, Faculty of Engineering and Physical Sciences, Univ. of Southampton, Southampton SO17 1BJ, UK.

4. Associate Professor, Faculty of Engineering and Physical Sciences, Univ. of Southampton, Southampton SO17 1BJ, UK. ORCID:

5. Professor of Geotechnical Engineering, Faculty of Engineering and Physical Sciences, Univ. of Southampton, Southampton SO17 1BJ, UK.

6. Manager Business Office Minerals, Attero B.V., Maasbrachterweg 3, Montfort (Li) Postbus 40047, Apeldoorn 7300 AX, Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11520

Reference43 articles.

1. Bear, J. 1972. Dynamics of fluids in porous media, 764. New York: Elsevier.

2. Beaven R. P. 2000. “The hydrogeological and geotechnical properties of household waste in relation to sustainable landfilling.” Ph.D. dissertation Queen Mary and Westfield College Univ. of London.

3. Clogging of landfill tyre and aggregate drainage layers by methanogenic leachate and implications for practice

4. Hydraulic Properties of MSW

5. Benson, C. H., and M. M. Gribb. 1997. “Measuring unsaturated hydraulic conductivity in the laboratory and field.” In Unsaturated soils in engineering practice, 113–168. Reston, VA: ASCE.