Back analysis of a large landslide in a flysch rock mass
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/article/10.1007/s10346-017-0852-5/fulltext.html
Reference59 articles.
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2. Arbanas Ž, Grošić M, Briški G (2008) Behavior of engineering slopes in flysch rock mass. In: Potvin Y, Carter J, Dyskin A, Jeffrey R (eds) Proceedings of the 1st southern hemisphere international rock mechanics symposium (SHIRMS). Australian Centre for Geomechanics, Perth, pp 493–504
3. Aucelli PC, Casciello E, Cesarano M, Perriello ZS, Rosskopf CM (2013) A deep, stratigraphically and structurally controlled landslide: the case of Mount La Civita (Molise, Italy). Landslides 10:645–656
4. Barton N (2013) Shear strength criteria for rock, rock joints, rock fill and rock masses: problems and some solutions. J Rock Mech Geotech Eng 5:249–261
5. Bouma AH, Brouwer A (1964) Turbidites. In: Developments in sedimentology. Elsevier Publishing Co., Amsterdam 264 pp
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