Delineation of compaction criteria for acceptable hydraulic conductivity of lateritic soil-bentonite mixtures designed as landfill liners

Author:

Amadi Agapitus Ahamefule,Eberemu Adrian Oshioname

Publisher

Springer Science and Business Media LLC

Subject

Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change

Reference36 articles.

1. Acar YB, Oliveri I (1990) ‘Pore fluid effects on the fabric and hydraulic conductivity of laboratory compacted clay’, Transportation Research Record, 1219, Transportation Research Board, pp 144–159

2. Amadi AA (2011) hydraulic conductivity tests for evaluating the compatibility of lateritic soil—fly ash mixtures with municipal waste leachate. J Geotech Geol Engin 29(3):259–265. doi: 10.1007/s10706-010-9358-9 Springer, Netherlands

3. Amadi AA, Eberemu AO (2010) ‘Performance of cement kiln dust in stabilizing lateritic soil contaminated with organic chemicals’. In: CD-ROM of proceedings, 3rd international conference on engineering research & development (ICER&D), 7–9th Sept. 2010. Faculty of Engineering, University of Benin, Nigeria. Paper No. 10069, pp 963–971

4. Amadi AA, Osinubi KJ (2010) Assessment of bentonite influence on hydraulic conductivity of lateritic soil. Int J Engin Res Afr Trans Tech Publ Ltd Switz 3:84–93

5. Amadi AA, Aguwa JI, Eberemu AO (2011) Plasticity characteristics of lateritic soil associated with bentonite treatment. Niger J Technol Res 6(1):75–82

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