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Rock Mechanics and Rock Engineering

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14-10-2015 | Original Paper

The Influence of Shales on Slope Instability

Author: Doug Stead

Published in: Rock Mechanics and Rock Engineering | Issue 2/2016

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Abstract

Shales play a major role in the stability of slopes, both natural and engineered. This paper attempts to provide a review of the state-of-the-art in shale slope stability. The complexities of shale terminology and classification are first reviewed followed by a brief discussion of the important physical and mechanical properties of relevance to shale slope stability. The varied mechanisms of shale slope stability are outlined and their importance highlighted by reference to international shale slope failures. Stability analysis and modelling of anisotropic rock slope masses are briefly discussed and the potential role of brittle rock fracture and damage highlighted. A short review of shale slopes in open pits is presented.

previous article Shale Symposium at the International Congress of the ISRM Montreal, Canada May 10–13, 2015

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Banks DC (1978) A reanalysis of the east Culebra Slide, Panama Canal, PhD Thesis, University of Illinois at Urbana Champagne, Urban, Illinois, US. http://hdl.handle.net/2142/66839

Bell FG (2000) Engineering properties of soils and rocks. Blackwell Science Inc

Benko B (1997) Numerical modelling of complex slope deformations, PhD Thesis. University of Saskatchewan

Benko B, Stead D (1999) Analysis of two landslide case studies using numerical modeling. In: Proceedings of 13th Vancouver Geotechnical Society symposium. Slope stability and landslides. Vancouver, pp 19–29

Bertocci R, Canuti P, Casagli N, Garzonio CA, Vannocci P (1995) Landslides on clay and shale hillslopes in Tuscany, Italy. In: Haneberg WC, Anderson SA (eds) Clay and shale slope instability, vol X. Geological Society of America Reviews in Engineering Geology, Boulder, pp 107–119CrossRef

Bjerrum L (1967) Progressive failure of slopes of overconsolidated plastic clay and clay shales. ASCE J Soil Mech Found Div 93:2–49

Blong RJ (1981) Stability analyses of Chim Shale mudslides, Papua New Guinea. IAHS AISH Publ 132:42–66

Blong RJ, Goldsmith RCM (1993) Activity of the Yakatabari mudslide complex, Porgera, Papua New Guinea. Eng Geol 35:1–17CrossRef

Bott ME (1986) The effects of slaking on the engineering behavior of clay shales, PhD Thesis. University of Colorado, p 389

Bovis MJ (1985) Earthflows in the interior plateau, southwest British Columbia. Can Geotech J 22:313–334CrossRef

Brooker EW, Peck RB (1993) Rational design treatment of slides in overconsolidated clays and clay shales. Can Geotech J 30:526–544CrossRef

Chigira M, Hariyama T, Yamasaki S (2013) Development of deep-seated gravitational slope deformation on a shale dip-slope: observations from high-quality drill cores. Tectonophysics 605:104–113CrossRef

Clifton AW, Yoshida RT, Chursinoff RW (1986) Regina Beach—a town on a landslide. Can Geotech J 23:60–68CrossRef

Cooper S, Perez C, Vega L, Galera JM, Pozo V (2011) The role of bedding planes in Guadalquivir Blue Marls on the slope stability in Cobre Las Cruces open pit. In: Proceedings of slope stability. CD-ROM, Vancouver

Corominas J, Martínez-Bofill J, Soler A (2014) A textural classification of argillaceous rocks and their durability. Landslides (published online)

Crawford BR, DeDontney NL, Alramahi B (2014) Numerical modeling of composite bilaminate materials as an analog for strength variation in anisotropic shale formations. In: Alejano LR, Perucho A, Olalla C, Jiménez R (eds) Proceedings of eurock-rock engineering and rock mechanics: structures in and on rock masses, pp 141–1346

Cruden DM, Thomson S, Kim HJ, Peterson AE (1995) The Edgerton landslides. Can Geotech J 32:989–1001CrossRef

Dutton A, Coll C, Nolan D, Crisostomo J (2009) Deep seated low wall deformation at Tutupan Coal Mine, Indonesia, Slope Stability 2009. CDROM, Santiago

Eckel BF, Sauer EK, Christiansen EA (1987) The Petrofka landslide, Saskatchewan. Can Geotech J 24:81–99CrossRef

Eigenbrod D, Morgenstern NR (1971) A slide in cretaceous bedrock, Devon, Alberta. In: Proceedings of geotechnical practice for stability in open pit mining, Vancouver, pp 223–238

Evans SG (2001) Landslides. In: Brooks GR (ed) A synthesis of geological hazards in Canada, vol 548. GSC Bulletin, pp 43–79

Farrokhrouz M, Asef MR (2013) Shale engineering: mechanisms and mechanics. CRC Press, Boca RatonCrossRef

Fenelli GB, Picarelli L (1990) The pore pressure field built up in a rapidly eroded soil mass. Can Geotech J 27:387–392CrossRef

Fournier M, Mercer R, Yang D, Miller J (2013) Characterisation and stability modelling in weak rock masses of the Robinson mine. In: Dight PM (ed) Proceedings of slope stability 2013. © 2013 Australian Centre for Geomechanics, Perth, pp 595–610

Froese CR, Poncos V, Skirrow R, Mansour M, Martin CD (2008) Characterising complex deep seated complex deformation using corner reflector InSAR: Little Smoky landslide, Alberta. In: Proceedings of 4th geohazards, pp 287–294

Gamble JC (1971) Durability-plasticity classification of shales and other argillaceous rocks, PhD Thesis. University of Illinois at Urbana-Champaign

Gareau LF, Sauer EK (1987) An engineering classification for characterization of clay deposits in Southern Saskatchewan. In: Proceedings of CGS conf Regina, pp 258–269

Geertsema M, Cruden DM (2009) Rock movements in northeastern British Columbia. In: Proceedings of landslide processes conference, Strasbourg, pp 31–36

Gerath RP, Hungr O (1983) Landslide terrain, scatter River Valley, northeastern British Columbia. Geosci Can 10:30–32

Goodman RE (1993) Engineering geology. Wiley, New York

Goodman RE (2012) Toppling—a fundamental failure mode in rock masses. Muller Lecture Vienna

Grainger P (1984) The classification of mudrocks for engineering purpose. Q J Eng Geol Hydrogeol Geol Soc Lond 17(4):381–387CrossRef

Griffiths JS, Stokes M, Stead D, Giles D (2012) Landscape evolution and engineering geology: results from IAEG Commission 22. Bull Eng Geol Environ 71:605–636CrossRef

Hamel JV (1998) Mechanism of Pleistocene rock slides near Pittsburgh, Pennsylvania. Int J Rock Mech 35:4–5 (paper 032) CrossRef

Haneberg WC, Anderson SA (1999) Clay and shale slope instability. Geological Society of America

Hobbs PRN, Entwistle DC, Northmore KJ, Sumbler MG, Jones LD, Kemp S, Self S, Barron M, Meakin JL (2012) Engineering geology of British rocks and soils—Lias Group, British Geological Survey, Land Use, Planning and Development Programme Internal Report Or/12/032

Hsu S-S (1996) Stability and failure mechanisms in weak rock masses, PhD Thesis. University of Texas at Austin

Imrie AS (1991) Stress-induced response from both natural and construction-related processes in the deepening of the Peace River valley, B.C. Can Geotech J 28:719–728CrossRef

Joass GG, Dixon R, Sikma T, Wessels SDN, De Graaf PJ (2013) Risk management and remediation of the north wall slip, West Angelas mine, Western Australia. In: Dight PM (ed) Proceedings of slope stability 2013. © 2013 Australian Centre for Geomechanics, Perth, pp 995–1010

Jones DKC, Lee EM (1994) Landsliding in Great Britain. Dept of the Environment, HMSO, London

Kondalamahanthy AK (2013) 2D and 3D back analysis of Forest City (South Dakota) landslide, M.Sc. Thesis. University of Iowa

Koppula SD, Morgenstern NR (1984) Deficient pore pressures in an eroding soil mass. Can Geotech J 21:277–288CrossRef

Mercer KG (2012) The history and development of the anisotropic linear model: part 1, vol 38. Newsletter Australian Centre for Geomechanics, Australian Centre for Geomechanics, Perth, pp 13–16

Misfeldt GA, Sauer EK, Christiansen EA (1991) The Hepburn landslide: an interactive slope-stability and seepage analysis. Can Geotech J 28:556–573CrossRef

Morgan SP, Einstein HH (2014) The effect of bedding plane orientation on crack propagation and coalescence in shale. In: Proceedings of 48th US rock mechanics/geomechanics symposium held in Minneapolis

Morgenstern NR (1979) Geotechnical behaviour of clay shales—an overview. Int Symp Soil Mech 1:29–42

Morgenstern NR, Eigenbrod KD (1974) Classification of argillaceous soils and rocks. J Geotech Eng Div Proc Am Soc Civil Eng 100:1137–1156

Picarelli L, Urciuoli G, Ramondini R, Comegna L (2005) Main features of mudslides in tectonized highly fissured clay shales. Landslides 2:15–30CrossRef

Picarelli L, Urciuoli G, Mandolini A, Ramondini M (2006) Softening and instability of natural slopes in highly fissured plastic clay shales. Nat Hazards Earth Syst Sci 6:529–539CrossRef

Powell JS (2010) Geotechnical characterization of the Bearpaw Shale, PhD Thesis. Queens University

QJEG (1981) Mudrocks of the United Kingdom. Q J Eng Geol 14(4):241–372

Rocscience (2014) Slide V6 and phase 2.8, Documentation

Rosser NJ, Petley DN, Lim M, Dunning SA, Allison RJ (2005) Terrestrial laser scanning for monitoring the process of hard rock coastal cliff erosion. Q J Eng Geol Hydrogeol 38:363–375CrossRef

Sainsbury DP, Sainsbury B (2013) Three-dimensional analysis of pit slope stability in anisotropic rock masses. In: Dight PM (ed) Slope stability 2013. © 2013 Australian Centre for Geomechanics, Perth, pp 683–696

Sainsbury B, Pierce M, Mas Ivars D (2008) Analysis of caving behaviour using a synthetic rock mass—ubiquitous-joint rock mass modelling technique. In: Potvin Y et al (eds) Proceedings of 1st southern hemisphere international rock mechanics symposium, vol 1, Perth, pp 243–523

Sauer EK (1978) The engineering significance of glacier ice-thrusting. Can Geotech J 15:457–472CrossRef

Sauer EK (1983) The Denholm landslide, Saskatchewan. Part II: analysis. Can Geotech J 20:208–220CrossRef

Sauer EK, Misfeldt GA (1993) Preconsolidation of Cretaceous clays of the Western Interior Basin in Southern Saskatchewan. In: Proceedings of 46th Canadian geotechnical conference, Saskatoon, pp 37–45

Sauer EK, Gareau LF, Christiansen EA (1990) Softening of overconsolidated Cretaceous clays by glacial erosion. Q J Eng Geol 23:307–324CrossRef

Schaefer VR, Lohnes RA (2001) Landslide failure mechanisms in Pierre shale, South Dakota, USA. In: Proceedings of international conference on landslides: causes, impacts and countermeasures, Davos, pp 87–96

Skempton A (1964) Long-term stability of clay slopes. Géotech Inst Civil Eng 14(2):81–107

Skirrow R, Proudfoot D, Froese C, Thomson S (2005) Update on the Little Smoky landslide. In: Proceedings of 58th Canadian geotechnical conference, vol 1, Saskatoon, pp 471–478

Snowden Geotechnical Engineering (2011) Snowden Rocscience Collaboration, Anisotropic linear strength model and Snowden modified anisotropic linear model. http://www.rocscience.com/about/news/article/160 (Accessed 4 Jan 2015)

Soe Moe KW (2008) Mechanism and kinematics of three translational slides along the North Saskatchewan River valley, Edmonton, PhD Thesis. University of Alberta

Soe Moe KW, Cruden DM, Martin CD, Lewycky D, Lach PR (2006a) Deficient pore pressures in the Upper Cretaceous bedrock. In: Proc CGS Conf, Vancouver, pp 1427–1434

Soe Moe KW, Cruden DM, Martin CD, Lewycky D, Lach PR (2006b) Delayed failure of a river valley slope: Whitemud Road landslide. In: Proc CGS Conf, Vancouver, pp 1427–1434

Soe Moe KW, Cruden DM, Martin CD, Lewycky D, Lach PR (2009) Mechanisms and kinematics of three translational slides along the North Saskatchewan River Valley, Edmonton. Proc CGS Conf, Halifax, pp 390–397

Spink TW, Norbery DR (1993) The engineering geological description of weak rocks and overconsolidated soils. In: Cripps JC et al (eds) The engineering geology of weak rock. Balkema, Rotterdam, pp 289–301

Stauffer MR, Gendzwill DJ, Sauer EK (1990) Ice-thrust features and the Maymont landslide in the North Saskatchewan River valley. Can J Earth Sci 27:229–242CrossRef

Stead D (1990) The engineering geology of Papua New Guinea. Eng Geol 29(1):1–29CrossRef

Terzaghi K (1936) Stability of slopes of natural clay. In: First international conference on soil mechanics and foundation engineering, June 1936, Cambridge, USA. Harvard University, Cambridge, pp 149–153

Thomson S (1971) Analysis of a failed slope. Can Geotech J 8:596–599CrossRef

Thomson S, Hayley DW (1975) The little smoky landslide. Can Geotech J 12:379–392CrossRef

Tunono AB, Ruest M, Dimbungu L, Brook M (2011) Geotechnical design of the Jwaneng Mine Cut 8. In: Slope stability 2011: international symposium on rock slope stability in open pit mining and civil engineering. CDROM, Vancouver

Underwood LB (1967) Classification and identification of shales. J Soil Mech Found Div ASCE 93:97–116

Williams RL (1982) The progressive failure of red Conemaugh shale, PhD. Thesis, Ohio State University, U.S.

Wilson GW, Clifton AW, Charleson D, Widger RA (1986) The stability and performance of two adjacent bridges constructed on a landslide. In: Proceedings of CGS conference, Winnipeg, pp 325–334

Yagiz S (2001) Overview of classification and engineering properties of shales for design considerations. In: Proceedings of construction institute. ASCE 2001 Civil, Houston, pp 156–165

Yong S (2003) A slide in the Harrowby Hills, Edmonton, PhD Thesis. University of Alberta

Title: The Influence of Shales on Slope Instability
Author: Doug Stead
Publication date: 14-10-2015
Publisher: Springer Vienna
Published in: Rock Mechanics and Rock Engineering / Issue 2/2016
Print ISSN: 0723-2632
Electronic ISSN: 1434-453X
DOI: https://doi.org/10.1007/s00603-015-0865-0

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