Site investigation problems in residual soils of some Birrimian rocks of Ghana
Tóm tắt
The Birrimian rocks are structurally complex and extensively weathered in most places. The transition from rock to soil in the formation is often rather imperceptible. With just the basic site investigation equipment available in the country, site investigation in the residuals of the Birrimian rocks could be challenging. The only way to avoid over-designing is patient and systematic analysis of investigation data based on full understanding of the geology of the material at every site. This paper analyzes the problems associated with the Birrimian residuals encountered during site investigation at over sixty sites within the Birrimian, highlights solutions prescribed, and shows how a judicious combination of rock and soil mechanics principles could lead to reasonable solution of site investigation problems in soils with predominant structural features.
Tài liệu tham khảo
AYETEY J.K. & CASTEL A.K., 1970: Engineering geological study of some Ghana soils and their Profiles SM12BRRI (CSIR) Ghana.
BISHNOI B.W., 1968: Bearing capacity of jointed rock. Ph D thesis, Georgia Institute of Technology.
BRAY J.W., 1967: A study of jointed and fractured rock—Part II: Theory of limiting equilibrium, Felsmechanic und Ingenieurgeologie (Rock Mechanics and Engineering Geology), Vol. V, No. 4, pp. 197–216.
GAZIEV E. and ERLIKHMAN S., 1971: Stresses and strains in anisotropic foundations, Proceedings Symposium on Rock Fracture, ISRM (Nancy) Paper II-I.
RUDDOCK E.C., 1967: Residual soils of Kumasi district. Geotechnique Vol. 17, pp. 359–377.
GOODMAN R.E., 1980: Introduction to rock mechanics. John Wiley & Sons New York.
