The assumption that the gas is a connected phase leads to underestimation of the gas pressure in municipal solid waste (MSW) landfills. In this study, the high gas pressure is shown, by way of field investigations and laboratory experiments, to be caused by foam in the landfills. The field investigations indicated that environmental disasters that have occurred at several landfills in China were caused by high gas or pore pressures. During drilling in these landfills, it was found that a mixture of foam and leachate was ejected from the borehole. The laboratory experiments indicated that foam generation in the landfills was attributable to the two-stage anaerobic biodegradation behaviours of MSWs. Volatile fatty acids (VFAs) decreased the surface tension of the leachate, enabling it to generate foam. The foam's composite index was adopted to evaluate foaming ability and foam stability of the leachate. Meanwhile, the liquid film in the foam divided the gas into a disconnected phase and remarkably increased its flow resistance. An experimental apparatus was designed to compare quantitatively the flow resistances of foam and gas in MSWs. When the foam and gas were injected into a saturated waste column at the same rate, the pressure drop of the foam (412 kPa) was 2·54 times that of the connected-phase gas (162 kPa), thereby resulting in lower residual liquid saturation for foam displacement. The unsaturated permeability coefficient of the foam was about an order of magnitude lower than that of the gas. Owing to the low permeability of waste to foam and continuous gas generation, high gas pressures are easily developed in wet landfills.
Article navigation
October 2022
Research Article|
April 26 2021
Foam-induced high gas pressures in wet municipal solid waste landfills Available to Purchase
Han Ke;
Han Ke
*MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, P. R. China; also Center for Hypergravity Experimental and Interdisciplinary Research, Zhejiang University, Hangzhou, P. R. China.
Search for other works by this author on:
Jie Hu
;
Jie Hu
†MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, P. R. China; also Center for Hypergravity Experimental and Interdisciplinary Research, Zhejiang University, Hangzhou, P. R. China (corresponding author: hujie1993@zju.edu.cn).
Search for other works by this author on:
Yun Min Chen;
Yun Min Chen
*MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, P. R. China; also Center for Hypergravity Experimental and Interdisciplinary Research, Zhejiang University, Hangzhou, P. R. China.
Search for other works by this author on:
Ji Wu Lan;
Ji Wu Lan
*MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, P. R. China; also Center for Hypergravity Experimental and Interdisciplinary Research, Zhejiang University, Hangzhou, P. R. China.
Search for other works by this author on:
Liang Tong Zhan;
Liang Tong Zhan
*MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, P. R. China; also Center for Hypergravity Experimental and Interdisciplinary Research, Zhejiang University, Hangzhou, P. R. China.
Search for other works by this author on:
Meng Meng;
Meng Meng
*MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, P. R. China; also Center for Hypergravity Experimental and Interdisciplinary Research, Zhejiang University, Hangzhou, P. R. China.
Search for other works by this author on:
Yi Qing Yang;
Yi Qing Yang
‡Guangzhou Environmental Protection Investment Group Co., Ltd, Guangzhou, P. R. China.
Search for other works by this author on:
Yu Chao Li
Yu Chao Li
*MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, P. R. China; also Center for Hypergravity Experimental and Interdisciplinary Research, Zhejiang University, Hangzhou, P. R. China.
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
August 06 2019
Accepted:
March 18 2021
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2021 Thomas Telford Ltd
2021
Geotechnique (2022) 72 (10): 860–871.
Article history
Received:
August 06 2019
Accepted:
March 18 2021
Citation
Ke H, Hu J, Chen YM, Lan JW, Zhan LT, Meng M, Yang YQ, Li YC (2022), "Foam-induced high gas pressures in wet municipal solid waste landfills". Geotechnique, Vol. 72 No. 10 pp. 860–871, doi: https://doi.org/10.1680/jgeot.19.P.219
Download citation file:
Suggested Reading
A bio-hydro-chemical model for gas pressure development in municipal solid waste landfills
Geotechnique (January,2023)
Pressure infiltration characteristics of foam for EPB shield tunnelling in saturated sand – part 1: ‘clean’ foam
Geotechnique (January,2021)
Factors affecting rainfall-induced flowslides in laboratory flume tests
Geotechnique (September,2001)
Small-scale laboratory flowslides
Geotechnique (October,1997)
Bentonite slurry infiltration into sand: filter cake formation under various conditions
Geotechnique (February,2019)
Related Chapters
Probabilistic assessment of stability of a cut slope in residual soil
Risk and Variability in Geotechnical Engineering
A chemo-poro-mechanical model for sequestration of carbon dioxide in coalbeds
Bio- and Chemo-Mechanical Processes in Geotechnical Engineering: Géotechnique Symposium in Print 2013
Modelling of long-term ground response to tunnelling under St James's Park, London
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
