Effect of shear strength parameters on slope stability analyses in the Winnipeg area
Several previous investigators including SUTHERLAND (1966), MISHTAK (1964) AND BARACOS (1961) have shown that slope stability analyses in the Winnipeg area, using laboratory test results for the Winnipeg clays, will substantially overestimate the factor of safety. The majority of the slope failures...
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2012
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| Online Access: | http://hdl.handle.net/1993/5837 |