Abstract
The block dimensions were assessed using a measuring tape and a folding rule, partly by abseiling. The mapping of the block and its surrounding included consideration of the degree of fragmentation of the block itself and of the surrounding rock mass. Due to the subsequent stability analysis of the whole block the joint persistence was recorded in detail from the out- and inside. Based on the field data a 3D-visualization of the block was developed, showing the dominating joint sets influencing a possible fragmentation scenario.
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References
Bartelt P, BuehlerY, Christen M, Dreier L, Gerber W, Glover J, Schneider M, Glocker Ch, Leine R, Schreizer A (2013) RAMMS, User Manual v1.5 Rockfall. p 83 (pdf-version)
Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10: 1–54
Bayerisches Landesamt für Umwelt (LfU) [Hrsg.] (2014) Gefahrenhinweiskarte Alpen mit Alpenvorland—Landkreis Berchtesgadener Land. 78S., München (Bayrisches L.-Amt für Umwelt, pdf-version)
Cruden DM, Hu XQ (1988) Basic friction angles of carbonate rocks from Kananaskis country, Canada. Bull Int Assoc Eng Geol 38:55–59
DGGT—Deutsche Gesellschaft für Geotechnik e.V (2004) Einaxiale Druckversuche an zylindrischen Gesteinsprüfkörpern. Neufassung der Empfehlung Nr. 1 des Arbeitskreises Versuchstechnk Fels der Deutschen Gesellschaft für Geotechnik e.V.- Bautechnik 81:825–834
DIN 52102 (2012) Prüfverfahren für Gesteinskörnungen—Bestimmung der Trockenrohdichte mit dem Messzylinderverfahren und Berechnung des Dichtigkeitsgrades. 10 S., Berlin (Beuth-Verlag)
DIN 51220 (2003) Werkstoffprüfmaschinen- Allgemeines zu Anforderungen an Werkstoffprüfmaschinen und zu deren Prüfung und Kalibrierung, Berlin (Beuth Verlag)
DIN EN 1097-6 (2013) Prüfverfahren für mechanische und physikalische Eigenschaften von Gesteinskörnungen—Teil 6: Bestimmung der Rohdichte und der Wasseraufnahme; Deutsche Fassung EN 1097-6:2013, Berlin (Beuth-Verlag)
Dorren LKA (2012) Rocky for (v5.0) revealed—Transparent description of the complete 3D rockfall model. ecorisQ paper (www.ecorisq.org) 31 p
Heckmann T, Bimöse M, Krautblatter M, Haas F, Becht M, Morche D (2012) From geotechnical analysis to quantification and modelling using LiDAR data: a study on rockfall in the reintal catchment, Bavarian Alps Germany. Earth Surf Process Landforms 37:119–133
Hoek E, Marinos P, Benissi M (1998) Applicability of the geological strength index (GSI) for very weak and sheard rock masses. The case of the Athens Schist Formation. Bull Eng Geol Env 57:151–160
ISRM—International Society for Rock Mechanics (1978) Suggested methods for the quantitative description of discontinuities in rock masses. Commission on standardization of laboratory and field tests. Int J Rock Mech Min Sci Geomech Abstr 15 4:319–368
John KW, Deutsch R (1974) Die Anwendung der Lagenkugel in der Geotechnik.-43 S., unveröff. Skriptum (online-pdf), Institut für Felsmechanik, Technische Universität Graz
Leine RI, Schweizer A, Christen M, Glover J, Bartelt P, Gerber W (2013) Simulation of rockfall trajectories with consideration of rock shape. Multibody Syst Dyn, p 31, Retrieved as pdf-version at Springer Science + Business Media, Dordrecht, doi: 10.1007/s11044-013-9393-4
Markland JT (1972) A useful technique for estimating the stability of rockslopes when the rigid wedge sliding type of failure is expected. Imperial College, Rock Mech. Research Report, No. 19: 10p
McCarroll (1997) A template for calculating rock surface roughness. Earth Surf Process Landforms 22:1229–1230
McCarroll D, Nesje A (1996) Rock surface roughness as an indicator of degree of rock surface weathering. Earth Surf Proc Land 21:963–977
Priest SD (1993) Discontinuity analysis for rock engineering. Chapman & Hall, London, 473p
Talobre J (1957) La méchanique des roches. Dunop, Paris S39–S44
Thuro K (1996) Bohrbarkeit beim konventionellen Sprengvortrieb. Münchner Geol Hefte Reihe B: Angewandte Geologie: Heft 1 (elektronische Publikation) 145S
Thuro K, Plinninger RJ, Zäh S, Schütz S (2001) Scale effects in rock strength properties. Part 1: Unconfined compressive test and Brazilian test.- ISRM Regional Symposium Eurock, June 3–7, Espoo, Finnland (ISBN 90 2651 821 8, pdf-version)
Tse R, Cruden DM (1979) Estimating joint roughness coefficients. Int J Rock Mech Min Sci Geomech Abstr 16:303–307
Woszidlo H (1989) Untersuchungen an Festgesteinen mit dem Prallhammer nach Schmidt. Nat Tag Ing-Geol Bensheim Ber 7:287–294
Yang ZY, Lo SC, Di CC (2001) Reassessing the joint roughness coefficient (JRC) Estimation using (Z2). Rock Mech Rock Eng 34(3):243–251
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Sellmeier, B. (2015). Methodology. In: Quantitative Parameterization and 3D‐run‐out Modelling of Rockfalls at Steep Limestone Cliffs in the Bavarian Alps. Springer Theses. Springer, Cham. https://doi.org/10.1007/978-3-319-24510-2_4
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