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Landslide in very stiff but extrasensitive (or quick) deposit of fine-grained estuarine sediments involved approximately five million cubic yards of soil; overall instability is attributed to mechanism of progressive failure; propagation of failure surface and development of failure scarp all occurred while landslide mass remained intact; on basis of test results, concept of "open, cementation-bonded structure" is developed.
Landslide in very stiff but extrasensitive (or quick) deposit of fine-grained estuarine sediments involved approximately five million cubic yards of soil; overall instability is attributed to mechanism of progressive failure; propagation of failure surface and development of failure scarp all occurred while landslide mass remained intact; on basis of test results, concept of "open, cementation-bonded structure" is developed.
Landslide on Toulnustouc river, Quebec
Can Geotechnical J
Conlon, R.J. (author)
1966
32 pages
Article (Journal)
English
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