Performance Evaluation of Compacted Lateritic Soil Bio-Cemented with Bacillus megaterium for Use as Liners and Covers in Municipal Solid Waste Containment

Author:

Etim Roland K.1232,Osinubi Kolawole J.1232,Eberemu Adrian O.1232,Ijimdiya Thomas S.1232

Affiliation:

1. Dept. of Civil Engineering, Akwa Ibom State Univ., Ikot Akpaden, Nigeria

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

3. Dept. of Civil Engineering, Africa Centre of Excellence on New Pedagogies in Engineering Education, Ahmadu Bello Univ., Zaria, Nigeria

Publisher

American Society of Civil Engineers

Reference21 articles.

1. Cassava peel ash modified black cotton soil as material for hydraulic barriers in municipal solid waste containment facility;Adeyemo K. A.;Cleaner materials,2022

2. Delineation of compaction criteria for acceptable hydraulic conductivity of lateritic soil-bentonite mixtures designed as landfill liners;Amadi A.;Environmental Earth Sciences,2012

3. Vertical Barriers for Land Contamination Containment: A Review

4. Water Content‐Density Criteria for Compacted Soil Liners

5. Coupled effect of cementation solution, curing period, moulding water content and compactive effort on strength performance of bio-treated lateritic soil for waste containment application;Etim R. K.;Journal of Hazardous, Toxic, and Radioactive Waste,2023

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