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Faridah Chemisto Chebet
Faridah Chemisto Chebet
Lecturer of Geotechnical Engineering, University of Cape Town
Verified email at uct.ac.za
Title
Cited by
Cited by
Year
Laboratory investigation on re-using polyethylene (plastic) bag waste material for soil reinforcement in geotechnical engineering
FC Chebet, D Kalumba
Civil Engineering and Urban Planning: An International Journal (CiVEJ) 1 (1 …, 2014
662014
Utilisation of polyethylene (plastic) shopping bags waste for soil improvement in sandy soils
D Kalumba, FC Chebet
Proc. 18th ICSMGE, 2013
362013
Shear strength of single and multi-layer soil–geosynthetic and geosynthetic–geosynthetic interfaces using large direct shear testing
SS Muluti, D Kalumba, L Sobhee-Beetul, F Chebet
International Journal of Geosynthetics and Ground Engineering 9 (3), 33, 2023
92023
Laboratory investigation of recycled polyethylene terephthalate (PET) as soil reinforcement material
DC Jin, D Kalumba, FC Chebet
17th European Conference on Soil Mechanics and Geotechnical Engineering …, 2019
32019
Large direct shear testing of sand reinforced with polyethylene (plastic) shopping bag waste material
FC Chebet, D Kalumba
32015
Corrosion potential and geotechnical properties of subsoils from offshore Niger Delta, southern Nigeria
NO Adebisi, OO Adeyemi, D Kalumba, FC Chebet, VO Osinowo
Arabian Journal of Geosciences 14, 1-12, 2021
22021
Investigating perforated plastic shopping bags as soil reinforcement material
F Chebet, D Kalumba, L Sobhee-Beetul
International Conference on Ground Improvement & Ground Control, 2012
22012
Reinforcement of Crushed South African Greywacke Aggregate using Geogrid Material
J Oriokot, D Kalumba, FC Chebet
2014
A study of frictional interface properties between typical South African sands and construction materials
Z Bhengu, D Kalumba, FC Chebet
Research and Applications in Structural Engineering, Mechanics and …, 2013
2013
Application of an Electrical Density Gauge for Measuring In Situ Density and Moisture Content
A Lekea, D Kalumba, F Chebet
Geo-China 2016, 43-50, 0
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