Experimental Study on the Compression and Pore Characteristics of Undisturbed Loess Polluted by Landfill Leachate
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Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-13-2224-2_18
Reference19 articles.
1. Xue Q, Li JS, Liu L (2013) Experimental study on anti-seepage grout made of leachate contaminated clay in landfill. Appl Clay Sci 81(4):438–442. https://doi.org/10.1016/j.clay.2013.06.026
2. Nayak S, Sunil BM, Shrihari S (2007) Hydraulic and compaction characteristics of leachate-contaminated lateritic soil. Eng Geol 94(3–4):137–144. https://doi.org/10.1016/j.enggeo.2007.05.002
3. Li JS, Xue Q, Wang P, Liu L (2013) Influence of leachate pollution on mechanical properties of compacted clay: a case study on behaviors and mechanisms. Eng Geol 167(18):128–133. https://doi.org/10.1016/j.enggeo.2013.10.013
4. Amadi AA, Eberemu AO (2012) Delineation of compaction criteria for acceptable hydraulic conductivity of lateritic soil-bentonite mixtures designed as landfill liners. Environ Earth Sci 67(4):999–1006. https://doi.org/10.1007/s12665-012-1544-z
5. Rowe RK, Armstrong MD, Cullimore DR (2000) Particle size and clogging of granular media permeated with leachate. J Geotech Geoenviron Eng 126(9):775–786. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:9(775)
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