231
Views
0
CrossRef citations to date
0
Altmetric
Research Article

GIS based assessment of rainfall-induced landslide susceptibility of sensitive marine clays: a case study

, &
Pages 1458-1484 | Received 11 Sep 2019, Accepted 09 Jul 2021, Published online: 07 Oct 2021

References

  • Arca, D., Kutoğlu, H.Ş., and Becek, K., 2018. Landslide susceptibility mapping in an area of underground mining using the multicriteria decision analysis method. Environmental Monitoring and Assessment, 190 (12), art. no. 725. doi:10.1007/s10661-018-7085-5
  • Atkinson, P.M. and Massari, R., 1998. Generalized linear modelling of landslide susceptibility in the central Apennines, Italy. Computers & Geosciences, 24, 373–385. doi:10.1016/S0098-3004(97)00117-9
  • Auld, H., et al. 2009. Adaptation by design: climate, municipal infrastructure & buildings in the Ottawa area. Environment Canada.
  • Aylsworth, Lawrence, D.E., and Evans, S.G., 1997. Landslide and settlement problems in sensitive marine clay, Ottawa Valley. Geological Survey Canada.
  • Aylsworth, J.M. and Hunter, J.A., 2004. A geophysical investigation of the geological controls on landsliding and soft deformation in sensitive marine clay near Ottawa. In: 57TH Canadian Geotechnical Conference. 5th Joint Cgs/Iah-Cnc Conference, Ottawa, Ontario, Canada: Geological Survey of Canada.
  • Baum, R.L., Savage, W.Z., and Godt, J.W., 2002. TRIGRS - A Fortran program for transient rainfall infiltration and grid-based regional slope-stability analysis. U.S. Geological Survey.
  • Baum, R.L., Savage, W.Z., and Godt, J.W., 2008. TRIGRS - A FORTRAN program for transient rainfall infiltration and grid-based regional slope stability analysis, Version 2.0. U.S. Geological Survey. Available from: http://pubs.usgs.gov/of/2008/1159/ [Accessed 20 August 2017].
  • Bhandary, N.P., et al., 2013. Areal distribution of large-scale landslides along highway corridors in central Nepal. Georisk, 7 (1), 1–20.
  • Bordoni, M., et al., 2015. Site-specific to local-scale shallow landslides triggering zones assessment using TRIGRS. Natural Hazards Earth System Sciences, 15 (5), 1025–1050. doi:10.5194/nhess-15-1025-2015
  • Canadian Council of Professional Engineers, 2008. Adapting to climate change Canada’s first national engineering vulnerability of public infrastructure. Public Works and Government Services Canada and Engineers Canada.
  • Carrara, A., et al., 1991. GIS techniques and statistical models in evaluating landslide hazard. Earth Surface Processes and Landforms, 16, 427–445. doi:10.1002/esp.3290160505
  • Carrara, A. and Guzzetti, F., eds. 1995. Geographical information systems in assessing natural hazards. Dordrecht, The Netherlands: Kluwer Academic Publisher. 353.
  • Chen, H.X., et al., 2015. Presenting regional shallow landslide movement on three-dimensional digital terrain. Engineering Geology, 195, 122–134. doi:10.1016/j.enggeo.2015.05.027
  • Chen, H.X. and Zhang, L.M., 2014. A physically-based distributed cell model for predicting regional rainfall-induced shallow slope failures. Engineering Geology, 176, 79–92. Chris, R., Associates Inc. Ottawa – Fall 2012. Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Clear Water Bay, Hong Kong. doi: 10.1016/j.enggeo.2014.04.011
  • Chung, C.F. and Fabbri, A.G., 1999. Probabilistic prediction models for landslide hazard mapping. American Society for Photogrammetry and Remote Sensing, 65 (12), 1389–1399.
  • Ciurleo, M., Mandaglio, M.C., and Moraci, N., 2019. Landslide susceptibility assessment by TRIGRS in a frequently affected shallow instability area. Landslides, 16 (1), 175–188. doi:10.1007/s10346-018-1072-3
  • Dai, F.C. and Lee, C.F., 2001. Terrain-based mapping of landslide susceptibility using a geographical information system: a case study. Canadian Geotechnical Journal, 38, 911–923. doi:10.1139/t01-021
  • Delcan, R.J., 2007.Rideau Canal Pedestrian Bridge – 20 years from conception to construction (City of Ottawa). In: Bridges – Economic and Social Linkages Session of the Annual Conference of the Transportation Association of Canada Saskatoon, Saskatchewan.
  • Demir, G., 2019. GIS-based landslide susceptibility mapping for a part of the North Anatolian Fault Zone between Reşadiye and Koyulhisar (Turkey). Catena, 183, 104211. doi:10.1016/j.catena.2019.104211
  • DHV Consultants BV & DELFT HYDRAULICS, with HALCROW, TAHAL, CES, ORG & JPS., 2002. How to analyse rainfall data. Hydrology Project Training Module. New Delhi. Available from: http://indiawrm.org/HP-1/download/12%20How%20to%20analyse%20rainfall%20data.pdf [Accessed 20 July 2017].
  • Eden, W.J. and Jakrett, P.M., 1971. Landslide at Orleans, Ontario. Tech. Paper 321, Division of Building Research, National Research Council.
  • Eden, W.J. and Mitchell, R.J., 1969. The mechanics of landslides in Leda clay. Canadian Geotechnical Journal, 7 (3), 285–296. doi:10.1139/t70-035
  • Environment Canada., (2010). Weather information. Available from: https://weather.gc.ca/ [Accessed 20 August 2017].
  • Fall, M., 2009. A GIS-based mapping of historical coastal cliff recession. Bulletin of Engineering Geology and Environment, 68 (4), 473–482. doi:10.1007/s10064-009-0212-3
  • Fall, M. and Azzam, R., 2001. Ingenieurgeologische und numerische Standsicherheitsanalysen der Basaltkliffe in Dakar. International Journal Felsbau, 19 (1), 51–57.
  • Fall, M., Azzam, R., and Noubactep, C., 2006. A multidisciplinary study of the stability of natural slopes and landslide hazard mapping. Engineering Geology, 82 (4), 241–263. doi:10.1016/j.enggeo.2005.11.007
  • Fall, M., et al., 1996. Un cas d’instabilité de pentenaturelle: le versant des madeleinespresqu’ile de Dakar (Sénégal): analyse, cartographie des risques et prévention. Bulletin of Engineering Geology and Environment, 53, 29–37.
  • Fransham, P.B. and Gadd, N.R., 1977. Geological and geomorphological controls of landslides in Ottawa Valley, Ontario, Geological Survey of Canada. Canadian Geotechnical Journal, 14, 531–539. doi:10.1139/t77-054
  • Fredlund, D.G., Xing, A., and Huang, S., 1994. Equations for the soil-water characteristic curve. Canadian Geotechnical Journal, 31, 533–546. doi:10.1139/t94-062
  • Gagnéa, S.A., et al., 2015. A simple landscape design framework for biodiversity conservation. Landscape and Urban Planning, 136, 13–27. doi:10.1016/j.landurbplan.2014.11.006
  • Godt, J.W., et al., 2008. Transient deterministic shallow landslide modeling: requirements for susceptibility and hazard assessments in a GIS framework. Engineering Geology, 102 (3), 214–226. doi:10.1016/j.enggeo.2008.03.019
  • Golder Associates Ltd. 2008. Geotechnical investigation proposed commercial building 1455 Youville drive, Ottawa, Ontario. Available from: http://webcast.ottawa.ca/plan/All_Image%20Referencing_Site%20Plan%20Application_Image%20Reference_D07-12-12-0132%20Geotechnical%20Investigation.PDF◘ [Accessed 10 August 2017].
  • Guzzetti, F., et al., 1999. Landslide hazard evaluation: a review of current techniques and their application in a multi-scale study, central Italy. Geomorphology, 31 (1–4), 181–216. doi:10.1016/S0169-555X(99)00078-1
  • Haché, R., et al., 2015. Evaluation of the undrained shear strength of Champlain Sea clays (Leda) in Ottawa. GeoQuebec 2015. In: The 68th Canadian Geotechnical Conference (CGC) and 7th Canadian Permafrost Conference, Sep. 20-23 2015 Quebec, Canada. CD rom.
  • Hasegawa, S., et al., 2009. Causes of large landslides in the Lesser Himalaya of central Nepal. Environmental Geology, 57, 1423–1434. doi:10.1007/s00254-008-1420-z
  • Houle Chevrier Engineering Ltd. 2013.Geotechnical investigation proposed Garden Centre 2710 March Road, Ottawa, Ontario. Consulting Engineers Ltd. 2014.
  • Hugenholtz, C.H. and Lacelle, D., 2005. Geomorphic controls on landslide activity in Champlain Sea clays along Green’s Creek, Eastern Ontario, Canada. Physical Geography and Quaternary, 58 (1), 9–23.
  • Inspec-Sol Inc., Engineering Solutions. 2014. Technical memorandum – geotechnical update commercial development 2717 Stevenage Drive Ottawa, Ontario. Reference No.: T020952–A1.
  • Iverson, R.M., 2000. Landslide triggering by rain infiltration. Water Resources Research, 36, 1897–1910. doi:10.1029/2000WR900090
  • Jiao, Y., et al., 2019. Performance evaluation for four GIS-based models purposed to predict and map landslide susceptibility: a case study at a World Heritage site in Southwest China. Catena, 183, 104221. doi:10.1016/j.catena.2019.104221
  • Kollaard Associates. 2013. Additional geotechnical investigation proposed light industrial building 1358 Coker Street Osgoode Ward, Greely, City of Ottawa, Ontario.
  • Lee, C.T. and Fei, L.Y., 2015. Nationwide landslide hazard analysis and mapping in Taiwan. In: G. Lollino et al, eds. Engineering geology for society and territory. Vol. 2, Springer International Publishing, 971–974.
  • Li, W.C., et al., 2013. Combined roles of saturated permeability and rainfall characteristics on surficial failure of homogeneous soil slope. Engineering Geology, 153, 105–113. doi:10.1016/j.enggeo.2012.11.017
  • Lu, N. and Godt, J.W., 2008. Infinite slope stability under steady unsaturated seepage conditions. Water Resources Research, 44 (W11404), 1–13. doi:10.1029/2008WR006976
  • Mukhlisin, M., et al., 2010. GIS based landslide hazard mapping prediction in UluKlang, Malaysia. ITB Journal of Science, 42A (2), 163–178.
  • Nader, A., Fall, M., and Hache, R., 2015. Characterization of sensitive Marine Clays by using cone and ball penetometers – Example of clays in Eastern Canada. Journal of Geotechnical and Geological Engineering, 33, 841–864. doi:10.1007/s10706-015-9864-x
  • Nader, A., Fall, M., and Haché, R. (2013). Penetration tests in sensitive marine clays In: The 66th Canadian Geotechnical Conference (CGC), Sep. 29- October 3rd, 2013 Montreal, Canada: CD rom.
  • Nader, A., 2013. Engineering characteristics of sensitive marine clays - Examples of clays in Eastern Canada. Master thesis. University of Ottawa. 227.
  • Park, J.-Y., et al., 2019. A regional-scale landslide early warning methodology applying statistical and physically based approaches in sequence. Engineering Geology, 260, 105193. doi:10.1016/j.enggeo.2019.105193
  • Park, D.W., Nikhil, N.V., and Lee, S.R., 2013a. Landslide and debris flow susceptibility zonation using TRIGRS for the 2011 Seoul landslide event. Daejeon, Republic of Korea: Korea Advanced Institute of Science and Technology.
  • Park, H.J., Lee, J.H., and Woo, I., 2013b. Assessment of rainfall-induced shallow landslide susceptibility using a GIS-based probabilistic approach. Engineering Geology, 161, 1–15. doi:10.1016/j.enggeo.2013.04.011
  • Quinn, P.E., 2009. Large landslides in sensitive clay in Eastern Canada and the associated hazard and risk to linear infrastructure. PhD thesis. Queen’s University Kingston, Ontario, Canada.
  • Raia, S., et al., 2014. Improving predictive power of physically based rainfall-induced shallow landslide models: a probabilistic approach. 1CNR IRPI, via Madonna Alta 126, 06128. Perugia, Italy: US Geological Survey.
  • Reichenbach, P., et al., 2018. A review of statistically-based landslide susceptibility models. Earth-Science Reviews, 180, 60–91. doi:10.1016/j.earscirev.2018.03.001
  • Rogojin, V., 2014. Provincial Groundwater Monitoring Network (PGMN) Program: groundwater level data, groundwater chemistry data, and precipitation data. Metadata Management Tool (LIO). Ministry of Environment (Ontario).
  • Salciarini, D., et al., 2006. Modeling regional initiation of rainfall-induced shallow landslides in the eastern Umbria region of central Italy. Landslides, 3, 181–194. doi:10.1007/s10346-006-0037-0
  • Salciarini, D.D., et al., 2008. Modeling landslide recurrence in Seattle, Washington, USA. Engineering Geology, 102, 227–237. doi:10.1016/j.enggeo.2008.03.013
  • Schut, L.W. and Wilson, E.A., 1987. The soils of the regional municipality of Ottawa – Carleton. Report No. 58 Of the Ontario Institute of Pedology. 1.
  • Singhroy, V., Mattar, K.E., and Gray, A.L., 2000. Landslide characterization in Canada using interferometric SAR and combined SAR and TM images. Ottawa, Canada: Canada Centre for Remote Sensing. 588 Booth Street, K1A 0Y7.
  • Sorensen, K.K. and Okkels, N., 2013. Correlation between drained shear strength and plasticity index of undisturbed over consolidated clays. In: Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris.
  • Sorooshian, S., Li, W., and Yusof Ismail, M.D., (2015). Landslide susceptibility mapping: a technical note. Vol. 20. Bund. 22.
  • Srivastava, R.T.C. and Yeh, J., 1991. Analytical solutions for one-dimensional, transient infiltration toward the water table in homogeneous and layered soils. Water Resources Research, 27, 753–762. doi:10.1029/90WR02772
  • Stantec Consulting Ltd. 2010.Geotechnical inventory and evaluation, Johnston Road land use study. City of Project No. 122410116 (1042983).
  • Taha, A.M. (2010). Interface shear behavior of sensitive marine clays –Leda clay. Master thesis, University of Ottawa, 152.
  • Taha, A. and Fall, M., 2014. Shear behaviour of the sensitive marine clay – steel interface. ActaGeotechnique, 9, 969–980.
  • Taha, A.M. and Fall, M., 2010. Shear behavior of sensitive marine clays - concrete interface. Journal of Geotechnical and Geo-environmental Engineering, 139 (4), 644–650. doi:10.1061/(ASCE)GT.1943-5606.0000795
  • Taylor, D.W., 1948. Fundamentals of soil mechanics. New York: John Wiley, 700.
  • Terzaghi, K., 1943. Theoretical soil mechanics. New York: John Wiley and Sons, 510.
  • Thapa, P.B. and Esaki, T., 2007. GIS-based quantitative landslide hazard prediction modeling in natural hillslope, Agra Khola watershed, central Nepal. Bulletin of the Department of Geology, 10, 63–70. Tribhuvan University, Kathmandu, Nepal. doi:10.3126/bdg.v10i0.1421
  • Trow Associates Inc., 2010. Updated geotechnical investigation proposed residential development 280-282 Crichton Street. Ottawa, Ontario: Trow Associates Inc.
  • Van Westen, C.J., Rengers, N., and Terlien, M.T.J., 1997. Prediction of the occurrence of slope instability phenomena through GIS-based hazard zonation. Geologische Rundschau, 86, 4004–4414. www.chrisrobinsontravelshow.ca
  • Wu, Y. and Li, W., 2014. A GIS based landslide susceptibility mapping using multi-criteria decision analysis model at a regional scale. The Electronic Journal of Geotechnical Engineering, 20 (12), 4445–4460.
  • Yeh, H.F., Lee, C.C., and Lee, C.H., 2008. A rainfall-infiltration model for unsaturated soil slope stability. Department of resources engineering, National Cheng Kung University Tainan 701, Taiwan. Journal of Environmental Engineering Management, 18 (4), 261–268.
  • Zhao, H.F. and Zhang, L.M., 2014. Instability of saturated and unsaturated coarse granular soils. Journal of Geotechnical and Geoenvironmental Engineering, 140 (1), 25–35. doi:10.1061/(ASCE)GT.1943-5606.0000976

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.