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Geotechnical properties of some residual micaceous soils in the Kumasi Metropolitan area (Ghana)
Abstract Micaceous soils derived from granites, granitic gneisses and phyllites within the Kumasi Metropolitan Area have been used in road construction. The mica flakes are normally silt—and sand-sized but sizes greater than these are not uncommon. The texture, consistency limits, compaction characteristics and California Bearing Ratio of some of these soils have been examined. Based on these results appropriate recommendations have been made with a view to raising the standard of these materials to meet highway specifications when in service.
Geotechnical properties of some residual micaceous soils in the Kumasi Metropolitan area (Ghana)
Abstract Micaceous soils derived from granites, granitic gneisses and phyllites within the Kumasi Metropolitan Area have been used in road construction. The mica flakes are normally silt—and sand-sized but sizes greater than these are not uncommon. The texture, consistency limits, compaction characteristics and California Bearing Ratio of some of these soils have been examined. Based on these results appropriate recommendations have been made with a view to raising the standard of these materials to meet highway specifications when in service.
Geotechnical properties of some residual micaceous soils in the Kumasi Metropolitan area (Ghana)
Frempong, E. M. (author)
1994
Article (Journal)
Electronic Resource
English
BKL:
56.00$jBauwesen: Allgemeines
/
38.58
Geomechanik
/
38.58$jGeomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
/
56.00
Bauwesen: Allgemeines
/
56.20$jIngenieurgeologie$jBodenmechanik
RVK:
ELIB18
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