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Landslide on thin layer of quick clay at Furre, Central Norway
Features of slide are discussed; main slide failed under drained conditions, and from analysis of its stability in terms of effective stresses, angle of shearing resistance of 7° is obtained for quick clay in sliding surface; drained shear box tests indicate that, in failure surface of slide, mobilization of shear strength was simultaneous; effects of contraction of loose structure of quick clay under shear.
Landslide on thin layer of quick clay at Furre, Central Norway
Features of slide are discussed; main slide failed under drained conditions, and from analysis of its stability in terms of effective stresses, angle of shearing resistance of 7° is obtained for quick clay in sliding surface; drained shear box tests indicate that, in failure surface of slide, mobilization of shear strength was simultaneous; effects of contraction of loose structure of quick clay under shear.
Landslide on thin layer of quick clay at Furre, Central Norway
Geotechnique
Hutchinson, J.N. (author)
Geotechnique ; 11
1961
26 pages
Article (Journal)
English
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