Soil-Water Characteristic Curves for Compacted Lateritic Soil-Bentonite Mixtures Developed for Landfill Liner Applications-Reference-Cited by-同舟云学术

Soil-Water Characteristic Curves for Compacted Lateritic Soil-Bentonite Mixtures Developed for Landfill Liner Applications

Published:2016-08-08 Issue: Volume: Page:
ISSN:
Container-title:Geo-Chicago 2016
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Author:

Amadi Agapitus A.¹²,Osinubi Kolawole J.¹²

Affiliation:

1. Dept. of Civil Engineering, Federal Univ. of Technology, Minna 920001, Nigeria.

2. Dept. of Civil Engineering, Ahmadu Bello Univ., Zaria 810001, Nigeria.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480144.048

Reference17 articles.

1. Amadi A.A. (2013). "Hydraulic Conductivity of Residual Lateritic Soil Permeated with Organic Chemicals". Int. J. Environment and Waste Management Inderscience Publishers Enterprises Ltd United Kingdom 12(4): 355 - 363. doi: 10.1504/IJEWM.2013.056906.

2. Characterization of geotechnical properties of lateritic soil - bentonite mixtures relevant to their use as engineered landfill liners;Amadi A.A.;Nig. J. of Tech.,2013

3. Amadi A. A. Afolayan J. O. and Osinubi K. J. (2014). Sensitivity Analysis of the Hydraulic Conductivity of Compacted Lateritic Soil and Bentonite Composite. In: Geo-Characterization and Modeling for Sustainability (GSP) 234 ASCE Reston/VA: 921 - 930. doi: 10.1061/9780784413272.090

4. ASTM. (1992). ASTM Annual Book of ASTM Standards Vol. 04.08 American Society for Testing and Materials Philadelphia

5. ASTM. (1994). Standard test method for capillary-moisture relationships for finetextured soils by pressure-membrane apparatus. Designation: D 3152-72 West Conshohocken Pa.

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