Reliability Evaluation of Optimum Moisture Content of Tropical Black Clay Treated with Locust Bean Waste Ash as Road Pavement Sub-base Material-Reference-Cited by-同舟云学术

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Reliability Evaluation of Optimum Moisture Content of Tropical Black Clay Treated with Locust Bean Waste Ash as Road Pavement Sub-base Material

Published:2017-05-16 Issue:5 Volume:35 Page:2421-2431
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Sani J. E.,Yohanna P.,Etim K. R.,Osinubi J. K.,Eberemu O. A.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/article/10.1007/s10706-017-0256-2/fulltext.html

Reference23 articles.

1. Afolayan JO, Nwaiwu CMO (2005) Reliability-based assessment of compacted lateritic soil liners. Comput Geotech 32(7):505–519

2. Benson CH, Zhai H, Wang X (1994) Estimating the hydraulic conductivity of compacted clays liners. J Geotech Geoenviron Eng 120(2):366–387

3. Chen FH (1988) Foundation on expansive soils. Elsevier, Amsterdam

4. Eberemu AO, Afolayan JO, Abubakar I and Osinubi kJ (2014) Reliability evaluation of compacted lateritic soil treated with bagasse ash as material for waste landfill barrier. In: Proceedings of the Geo-Congress 2014 on geo-characterisation and modelling for sustainability. American Society of Civil Engineers (ASCE)

5. Gollwitzer S, Abdo T, Rackwitz R (1988) FORM user’s manual. RCP-Gmbtt, Munich

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