Articles | Volume 9, issue 5
Earth Surf. Dynam., 9, 1125–1151, 2021
Earth Surf. Dynam., 9, 1125–1151, 2021

Research article 09 Sep 2021

Research article | 09 Sep 2021

A temperature-dependent mechanical model to assess the stability of degrading permafrost rock slopes

Philipp Mamot et al.

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Cited articles

Arenson, L. U. and Springman, S. M.: Triaxial constant stress and constant strain rate tests on ice-rich permafrost samples, Can. Geotech. J., 42, 412–430,, 2005. 
Aydin, A. and Basu, A.: The Schmidt hammer in rock material characterization, Eng. Geol., 81, 1–14, 2005. 
Bandis, S. C., Lumsden, A. C., and Barton, N. R.: Fundamentals of rock joint deformation, Int. J. Rock Mech. Min., 20, 249–268, 1983. 
Barnes, P., Tabor, D., and Walker, J. C. F.: The friction and creep of polycrystalline ice, P. Roy. Soc. Lond. A, 324, 127–155, 1971. 
Barton, N. R.: A model study of rock-joint deformation, Int. J. Rock Mech. Min., 9, 579–582,, 1972. 

The requested paper has a corresponding corrigendum published. Please read the corrigendum first before downloading the article.

Short summary
The mechanical response of permafrost degradation on high-mountain rock slope stability has not been calculated in a numerical model yet. We present the first approach for a model with thermal and mechanical input data derived from laboratory and field work, and existing concepts. This is applied to a test site at the Zugspitze, Germany. A numerical sensitivity analysis provides the first critical stability thresholds related to the rock temperature, slope angle and fracture network orientation.