A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Landslides in over-consolidated clays
Investigations undertaken at 2 locations, Dunvegan and Little Smoky River in Alberta, where major instability has developed incidental to road and bridge construction; conditions encountered; inadequacies of conventional methods of stability analyses when applied to these conditions are pointed out; modification to conventional effective stress stability analysis is presented which appears to permit more accurate assessment of stability conditions to be made; significance of modified stability analysis in design of corrective measures to improve stability conditions is discussed.
Landslides in over-consolidated clays
Investigations undertaken at 2 locations, Dunvegan and Little Smoky River in Alberta, where major instability has developed incidental to road and bridge construction; conditions encountered; inadequacies of conventional methods of stability analyses when applied to these conditions are pointed out; modification to conventional effective stress stability analysis is presented which appears to permit more accurate assessment of stability conditions to be made; significance of modified stability analysis in design of corrective measures to improve stability conditions is discussed.
Landslides in over-consolidated clays
Eng J
Hardy, R.M. (author) / Brooker, E.W. (author) / Curtis, W.E. (author)
Engineering Journal ; 45
1962
9 pages
Article (Journal)
English
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