retrogressive landslide
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2019 ◽  
Vol 79 (1) ◽  
Author(s):  
Yun Zheng ◽  
Congxin Chen ◽  
Tingting Liu ◽  
Kaizong Xia ◽  
Chaoyi Sun ◽  
...  

2010 ◽  
Vol 116 (1-2) ◽  
pp. 109-116 ◽  
Author(s):  
Kohv Marko ◽  
Hang Tiit ◽  
Talviste Peeter ◽  
Kalm Volli

1987 ◽  
Vol 24 (1) ◽  
pp. 163-168 ◽  
Author(s):  
E. Karl Sauer ◽  
E. A. Christiansen

The lower block of the Denholm landslide has moved 370 m over alluvium deposited by the North Saskatchewan spillway and river during the last 11 500 years at an average rate of 32 mm/year. These values must be considered minimal because erosion of the toe of the landslide is required for the formation of retrogressive landslides. The shear strength for the bedrock clay (shale) of the Lea Park Formation was back calculated to be [Formula: see text] assuming zero cohesion. Key words: retrogressive landslide, clay shale, residual strength, movement rates, geological age, inclinometer.


1977 ◽  
Vol 14 (4) ◽  
pp. 582-602 ◽  
Author(s):  
M. A. Carson

The literature dealing with extensive retrogression of landslides in sensitive sediments is reviewed and found to be inadequate in several respects. One obvious deficiency is in the link between supposed retrogressive mechanisms and the morphology of the resultant ‘earthflow’ cavity. Detailed attention is focussed on the origin of linear clay ridges that protrude from the floors of fresh earthflows, and persist for only a short time before being degraded to micro-scale features. The theory of landslide retrogression proposed by Odenstad, after the Sköttorp landslide in Sweden, is discussed, and developed into a model for the prediction of landslide retrogression, and for the explanation of 'flowbowl' morphology. The model, essentially an undrained retrogressive spreading failure, is tested against selected retrogressive landslide sites for which all the necessary information is available; the agreement between nature and theory is good. Some speculation is made regarding the origin of bottlenecked flowbowls, which are viewed as the exception rather than the rule in the sensitive muds of the St. Lawrence Lowlands. Emphasis is directed at the importance of the undrained shear strength of sensitive sediments, and less significance is attached to the actual magnitude of sensitivity of such deposits. Finally, the limitations of the model in very soft sediments, such as found in parts of Norway, are briefly pointed out.


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