A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stabilising effect of locally produced lime on selected lateritic soils
AbstractThe stabilising effect of locally produced lime on three lateritic soils from Kumasi in Ghana was investigated. The effect of variation in lime on Atterberg limits, moisture — density relationship and strength characteristics was considered. Two levels of curing time 7 and 28 days were used. It was concluded that there is a need to review the present consistency limits requirements for lateritic soils. It was recommended that lime modified lateritic soil should be assessed on maximum dry density (MDD).
Stabilising effect of locally produced lime on selected lateritic soils
AbstractThe stabilising effect of locally produced lime on three lateritic soils from Kumasi in Ghana was investigated. The effect of variation in lime on Atterberg limits, moisture — density relationship and strength characteristics was considered. Two levels of curing time 7 and 28 days were used. It was concluded that there is a need to review the present consistency limits requirements for lateritic soils. It was recommended that lime modified lateritic soil should be assessed on maximum dry density (MDD).
Stabilising effect of locally produced lime on selected lateritic soils
Attoh-Okine, Busby (author)
Construction and Building Materials ; 4 ; 86-91
1990-01-01
6 pages
Article (Journal)
Electronic Resource
English
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