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Collapse behaviour of a lateritic soil
Geomechanics and Geoengineering, 2015Collapsible soils are problematic by nature. They undergo collapse or sudden settlement or subsidence under a given stress when their water content is increased. Collapse is characterised by collapse potential expressed as ΔH/H x 100, where ΔH is collapse compression. The amount of stress applied and the water content at the time of collapse govern the
B. R. Phanikumar +2 more
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Microstructural investigation on laterite soils
Bulletin of the International Association of Engineering Geology, 1989Considerable researches have been carried out to demonstrate the importante of microstructure in the interpretation of engineering behaviour of soils. Instances where the investigations are on laterite soils are however scanty in literature.
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Hydraulic Conductivity of Unsaturated Specimens of Lateritic Soil-Bentonite Mixtures
Geotechnical and Geological Engineering, 2023A. Amadi, K. Osinubi, J. Okoro
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Laterite Soils and Their Engineering Characteristics
Journal of the Soil Mechanics and Foundations Division, 1957Laterite soils are tropical deposits occurring generally as residual surface deposits; review of existing literature concerning origin, distribution and physical properties of soils and evaluation from civil engineering point of view; information presented is of importance for preliminary planning and design of engineering structures in laterite soil ...
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