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The morphology and aspect of the other two sites suggest they could become sites of cirque initiation following removal of their failed materials.
We conducted comprehensive fieldwork and analyses including geological and geomorphological surveys, compilation of a landslide inventory map, collection of rainfall records, study of triggering mechanisms and geotechnical properties of the failed materials, slope stability analyses and back-analyses of the runout phase of the landslide events.
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The exponential factor is necessary in (21) to suppress diffusion in the failed material.
Movement is initiated by an unbalanced gravitational force accelerating the failed material from rest.
This map delineates the spatial location, the area and the depth (thickness) of the failed material.
It is a switch: ζ=0 for the reversible process; and ζ<0 for the irreversibly failed material and dissipated strain energy.
Our results show that accurate simulation of rock avalanche motion must account for the initially coherent phase of movement, and that the mechanisms governing rock avalanche motion are unlikely to be intrinsic to the failed material.
The goal of a medium scale analysis is to identify all the potentially unstable areas as accurate as possible and the down-slope regions probably affected by the flow of the failed material.
In addition, we assumed that the process of the bond breakage was very fast and the mass density jumped from the intact to failed material abruptly allowing to ignore the transient process of the failure development.
Cross-cutting relationships of geomorphic elements show that the smaller scale G2- and G3-MTDs were emplaced following the main G1 event, likely as a consequence of late readjustment processes at the edges of the main body of the failed material.
There is also a greater possibility of direct (in-mouth) repair of failed veneering materials and greater shock-absorbing potential relative to occlusal force in comparison with porcelain [39].
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