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A Deep-seatedGravitationalSlopeDeformation in the northernMonasheeComplex, Monashee Mountains, British Columbia, Canada Danilo Moretti Earth Science Department Universityof Bologna VisitingStudent
Presentation Outline Introduction: What is a deep-seated gravitational slope deformation? Methods of studying DsGSD Different approaches to and representations of DsGSD Objectives for this study Field site description Methodology Timeline
What is a deep-seated gravitational slope deformation? DsGSD: hugegravitationalphenomenaaffecting mountain slopes Severalphenomenaindicatedbyliteraturewithdifferentnames: ,[object Object],             “Largelandslides”: Stini, 1952 ,[object Object],	“Deepseatedgravitationaldeformations”: Jahn, 1964 	“Deep-reachinggravitationaldeformations”: Neemcock, 1972 ,[object Object],	“Long termgravitationaldeformations”: Ghigira, 1992 ,[object Object],	“Gravitytectonicphenomena”: Engelen, 1963 	“Glacialvalleystressrelease”: Ferguson, 1967 ,[object Object],	“Sackung”: Zishinsky, 1969;  “Deepcreep”: Ter-Stepanian , 1966;  “Lateralspreading”: Nemcock and Rybar, 1968;  “Large block sliding”: Zaruba and Mecl, 1969,  “Gravitationalspreadingofridges”, Varneset al., 1989 After Agliardi et al. (2001)
Twomainrepresentations Sackung Lateral Spreading open fractures scarps toe bulging of  brittle formations on ductile units homogeneous  rocks Bisci et al. (1996) Varnes (1978)
Landslide vsDsGSD ,[object Object]
 High variable ratio run-out/volume
 Deformations “need” a failure/sliding     surface “Landslide” ,[object Object],involvedslope ,[object Object]
A slidingsurfaceisnotanessentialfeature (the deformational mechanismiscomplex) “Deep-seatedGravitationalSlopeDeformation”
Traditionalapproachesto the studyofDsGSD The geomorphological method: Double ridges Trenches Elongated depressions Sliding steps Isolated rock walls Up hill facing scarps Slope bulgings Talus sheets The structural method: Shear zones Fault scarps Collapse zones Horst and Graben Gravitational Thrusts
“Regional Geological Approach” (RGA), Giardino et al. 2009 RGA analyses: ,[object Object]
geomorphological, lithological and structural features    as general factors of instabilities in the mountain     relief RGA allows interpretation of: ,[object Object]
regional variables, offering a “static”  conditioning to the system (e.g. lithology as an    “internal” cause of DsGSD controlling shear strenght) Mathews and Monger, 2005 © Google 2009
“Local Morphodinamic Approach” (LMA), Giardino et al. 2009 LMA analyses the characteristic landforms and processes of natural instability, relevant to understand mechanism of one specific DsGSD LMA allows: ,[object Object],  instabilities (e.g. the increase of slope gradient    as an “external” cause of DsGSD,    increasing shear stress ) ,[object Object],http://gsc.nrcan.gc.ca/landslides/photo_library_e.php © Google 2009
Methods of study - Formation of DsGSD may be influenced by many factors ,[object Object],   glacial history - Necessary to integrate different techniques for a detailed characterization ,[object Object]
 Field mapping
  GIS
 Numerical modeling,[object Object]
Site Description © Google 2009
The Blais Creek Area ,[object Object]
No previous works on DSGsD in this area
 Area inside the Northern Frenchman  Cap Dome, Omineca Belt, Canadian Cordillera,   SE British Columbia ,[object Object],Terrane (gneiss, paragneiss, amphibolite) and     the Mantling Metasedimentary Cover    (quartzite, marble) ,[object Object],MonasheeDecollment (MD and CRF) ,[object Object],  Eagle River Fault Zone and the     Columbia River Fault Zone,     both in extension ,[object Object],J. Murray Journeay, 1986
The Geology of Blais Creek 5 km J. Murray Journeay, 1986
Main lithostructural characteristics of instability                        in the Blais Creek Area ,[object Object]
Contact between the Aphebian Basement Terrane and   the Mantling Metasedimentary Cover     (contrast of competence) ,[object Object],  (Basement Terrane over the Metasedimentary Cover) ,[object Object],   probably to the extensional tectonic) ,[object Object],Metasedimentary Cover and the Basement Terrane   (fractured, altered and weak material) ,[object Object],  the slope instability of the Downie Slide: lithology and   structural setting
“Heritage” of the  Evolution of the continental crust in the Monashee Complex R. L. Brown and J. M. Journeay, 1987
Glacial history in the Seymour Valley ,[object Object],  11,500 years ago    (ice free from main valleys)  ,[object Object],  cited as  important cause of DsGSD and    landsliding ,[object Object],   after end of Little Ice Age caused active     slope instabilities. © Google 2009
Linear features in the Blais Creek Area  “Passive” origin: Old tectonic  linear features “Active” Origin: Release of energy after deglaciation or neotectonic or both
L Cross Sections J. Murray Journeay, 1986 E’ E K Legend Da = marble Db = quartize Geological Survey Of Canada, 1964
Methods summary Field methods: Mapping of surface features Geotechnical investigation Trench ? Laboratory techniques Yield strength of samples collected in the field Remote sensing and software-aided data analysis Photogrammetry GIS database Geotechnical analysis for numerical modeling
Field methods 1: Surface features Map geomorphological features: Double ridges Trenches Elongated depressions Sliding steps Isolated rock walls Antislope scarps Slope bulging  Talus sheets Flow of water into and out of slope Glacial features and interaction with DsGSD features Data entered into handheld GPS unit  SRG2 toolbar for ArcPad (modified for this project)
SRG2 toolbar
Field methods 2: Geotechnical Detailed geotechnical characterization of the rock mass: Intact rock strength (Schmidt hammer) Rock mass quality (GSI) Weathering grade and Discontinuities (ISRM) Spot measurements, scanlines in select locations Stereo-couple photographs for later photogrammetry www.abbeyspares.co.uk
Field methods 3: trenching ? ,[object Object],  the antislope scarps are rocky, not the best    material for trenching. ,[object Object],   possible

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Thesis Proposal Simon Fraser University

  • 1. A Deep-seatedGravitationalSlopeDeformation in the northernMonasheeComplex, Monashee Mountains, British Columbia, Canada Danilo Moretti Earth Science Department Universityof Bologna VisitingStudent
  • 2. Presentation Outline Introduction: What is a deep-seated gravitational slope deformation? Methods of studying DsGSD Different approaches to and representations of DsGSD Objectives for this study Field site description Methodology Timeline
  • 3.
  • 4. Twomainrepresentations Sackung Lateral Spreading open fractures scarps toe bulging of brittle formations on ductile units homogeneous rocks Bisci et al. (1996) Varnes (1978)
  • 5.
  • 6. High variable ratio run-out/volume
  • 7.
  • 8. A slidingsurfaceisnotanessentialfeature (the deformational mechanismiscomplex) “Deep-seatedGravitationalSlopeDeformation”
  • 9. Traditionalapproachesto the studyofDsGSD The geomorphological method: Double ridges Trenches Elongated depressions Sliding steps Isolated rock walls Up hill facing scarps Slope bulgings Talus sheets The structural method: Shear zones Fault scarps Collapse zones Horst and Graben Gravitational Thrusts
  • 10.
  • 11.
  • 12. regional variables, offering a “static” conditioning to the system (e.g. lithology as an “internal” cause of DsGSD controlling shear strenght) Mathews and Monger, 2005 © Google 2009
  • 13.
  • 14.
  • 17.
  • 18. Site Description © Google 2009
  • 19.
  • 20. No previous works on DSGsD in this area
  • 21.
  • 22. The Geology of Blais Creek 5 km J. Murray Journeay, 1986
  • 23.
  • 24.
  • 25. “Heritage” of the Evolution of the continental crust in the Monashee Complex R. L. Brown and J. M. Journeay, 1987
  • 26.
  • 27.
  • 28. Linear features in the Blais Creek Area “Passive” origin: Old tectonic linear features “Active” Origin: Release of energy after deglaciation or neotectonic or both
  • 29. L Cross Sections J. Murray Journeay, 1986 E’ E K Legend Da = marble Db = quartize Geological Survey Of Canada, 1964
  • 30. Methods summary Field methods: Mapping of surface features Geotechnical investigation Trench ? Laboratory techniques Yield strength of samples collected in the field Remote sensing and software-aided data analysis Photogrammetry GIS database Geotechnical analysis for numerical modeling
  • 31. Field methods 1: Surface features Map geomorphological features: Double ridges Trenches Elongated depressions Sliding steps Isolated rock walls Antislope scarps Slope bulging Talus sheets Flow of water into and out of slope Glacial features and interaction with DsGSD features Data entered into handheld GPS unit SRG2 toolbar for ArcPad (modified for this project)
  • 33. Field methods 2: Geotechnical Detailed geotechnical characterization of the rock mass: Intact rock strength (Schmidt hammer) Rock mass quality (GSI) Weathering grade and Discontinuities (ISRM) Spot measurements, scanlines in select locations Stereo-couple photographs for later photogrammetry www.abbeyspares.co.uk
  • 34.
  • 35.
  • 36.
  • 37. DsGSD database In concert with Gabriel Hensold Format based on Giardino et al. (2004) First phase: Inventory of data from past published studies in B.C. Naming and localization of sites Geospatial and geotechnical data Interpretations Second phase: add the main data from the European (especially Italian) past published studies Third phase: application of database format to detailed new studies Blais Creek (me) Handcar Peak (Gabriel Hensold)
  • 38. Outline of data entry format General inventory metadata (ID, data source, date, reporter) Geographical position of feature Geomorphology of DsGSD DsGSD geometry Slope morphology Surface deformation features Other landforms Hydrology Structural geomorphology of Valley slopes Slope and bedding/schistosity relationship Orientations of structural discontinuities (foliation, joints, faults) Geology Structural units Lithological units Geotechnical properties Intact rock Rock mass Discontinuities
  • 39.
  • 41. Possible Phase2 analysis
  • 42. Explicit model (FLAC or UDEC)Continuum or discontinuum? Depends on stress conditions and the rock mass. Agliardi et al. (2001)
  • 43. Timeline: Summer 2009 Course: Photogrammetry short course with MatthieuSturzenegger Office work: Complete inventory of previous DsGSD studies in B.C. Obtain GIS shape files and Digital Elevation Models from Turin Map surface features at Blais Creek through GIS and Google Earth using digitized aerial photos Plan logistics for field work in Blais Creek and Handcar Peak Field work: Field research at Blais Creek (3-4 weeks) Field research in Handcar Peak (3-4 weeks)
  • 44.
  • 45. Compilation, organization and analysis of spatial and geotechnical data gathered in the field in a GIS database
  • 46. Point load strength testing on rock samples from Blais Creek
  • 47. Creation of initial numerical models
  • 48. Departure for Italy (around 20th of September 2009)
  • 50. Final course – Matlab Class at the University of Bologna
  • 52. Creation of initial numerical models
  • 53.
  • 54. References Agliardi F, Crosta G, Zanchi A. 2001. Structural constraints on deep-seated slope deformation kinematics. Engineering Geology 59(1-2):83-102. Bovis MJ. 1982. Uphill-facing (antislope) scarps in the Coast Mountains, Southwest British Columbia. Geological Society of America Bulletin 93(8):804-812. Bovis MJ, Evans SG. 1996. Extensive deformations of rock slopes in the southern Coast Mountains, southwest British Columbia, Canada. Engineering Geology 44(1-4):163-182. Giardino M, Giordan D, Ambrogio S. 2004. G.I.S. technologies for data collection, management and visualization of large slope instabilities: Two applications in the Western Italian Alps. Natural Hazards and Earth System Science4(2):197-211. Holm K, Bovis M, Jakob M. 2004. The landslide response of alpine basins to post-Little Ice Age glacial thinning and retreat in southwestern British Columbia. Geomorphology 57(3-4):201-216. Jahn A. 1964 Slopes morphological features resulting from gravitation. Annals of Geomorphology 1964:59. Kinakin D. 2004. Occurrence and Genesis of Alpine Linears Due to Gravitational Deformation in South Western, British Columbia. MSc thesis, Simon Fraser University, Burnaby, BC. Monger JWH, Journeay JM. 1994. Geology of the Southern Coast and Intermontane Belt. Geological Survey of Canada, Open File 2490, map, scale 1:500,000 Nichol SL, Hungr O, Evans SG. 2002. Large-scale brittle and ductile toppling of rock slopes. Canadian Geotechnical Journal 39:773-788. Savage WZ, Varnes, DJ. 1987. Mechanics of gravitational spreading of steep-sided ridges. Bulletin of the International Association of Engineering Geology 35(1):31-36. Stepanek M. 1992. Gravitational deformations of mountain ridges in the Rocky Mountain foothills. Proceedings of the International Symposium on Landslides 6:231-236.
  • 55. Thankyou! John Clague Doug Stead Marco Giardino Dan Gibson And toeveryone in the EarthSciencesDepartmentofSFU….

Notes de l'éditeur

  1. Cartageologica e modellodigitale del terreno
  2. Al contattotra Basement e Terrane
  3. LinearfeturescorrispondonoallefaglieestensionalilungoMonashee Complex1 fasecompressione, Monashee Complex compressed and pushed upwards (A,B)1 fasedilatazione, Monashee Complex in extension and creation of semivertical faults that can be seen as linear fetures along the valley
  4. Debutressing = rilasciotensionale ongoing=in atto Little age age 1600 a.d.The glacial history can be summerized in
  5. 2° cross section not in great detail
  6. Palm PC
  7. To chose if to use a continuum or a discontinuum model