Abstract
India is among the top ten countries with the highest percentage of landslide fatalities for the past few years. Intense rainfall during the 2009 monsoon in the hilly district of Nilgiris, in the state of Tamilnadu in India, triggered landslides at more than 300 locations which affected road and rail traffic, destroyed buildings, caused the death of more than 40 people and left hundreds homeless. In this paper, three case histories from Nilgiris district are investigated: the slope failure of a railway track at Aravankadu, failure of retaining walls supporting buildings at Coonoor, failure of the slope and retaining wall along national highway (NH67) at Chinnabikatty. Laboratory investigations are carried out on soil samples collected at these sites. Soils at all the three locations have high fine content and low values of coefficient of permeability. Finite element analyses of all the three case histories were carried out using PLAXIS2D software in order to understand the failure mechanism and contributing factors. Slope stability analysis using strength reduction technique is carried out for the slope at Aravankadu to determine the critical slip surface and factor of safety. Results reveal that the increase in pore pressures led to a reduction in shear strength of the soil and consequently resulted in progressive failure of slope at Aravankadu site. Displacement analysis is carried out for Coonoor and Chinnabikatty sites. The results show that combined effect of surcharge load of building and high pore pressure led to intense shearing behind the retaining walls at Coonoor site. Results indicate occurrence of large displacements along the face and at toe of the slope at Chinnabikatty site.
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References
Alkasawneh W, Malkawi AIH, Nusairat JH, Albataineh N (2008) A comparative study of various commercially available programs in slope stability analysis. Comput Geotech 35:428–435
Anbarasu K, Sengupta A, Gupta S, Sharma SP (2010) Mechanism of activation of the Lanta Khola landslide in Sikkim Himalayas. Landslides 7:135–147
Anderson S, Sitar N (1995) Analysis of rainfall—induced debris flows. J Geotech Eng ASCE 121(7):544–552
ASTM D2487-11 (2011) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM International, USA
ASTM D3080-04 (2004) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM International, USA
Berilgen MM (2007) Investigation of stability of slopes under drawdown conditions. Comput Geotech 34:81–91
Bhandari RK (2006) The Indian landslide scenario, strategic issues and action points. India Disaster Management Congress, New Delhi 29–30 November 2006, Session A2, Keynote address, pp 1–18
Bobet A, Fakhimi A, Johnson S, Morris J, Tonon F, Ronald Yeung M (2009) Numerical models in discontinuous media: review of advances for rock mechanics applications. J Geotech Geoenviron Eng ASCE 135(1):1547–1561
Cascini L, Cuomo S, Pastor M, Sorbino G (2010) Modeling of rainfall-induced shallow landslides of the flow-type. J Geotech Geoenviron Eng ASCE 136(1):85–98
Chandrasekaran SS (2010) Assessment of damages induced by recent landslides in Ooty, Tamilnadu. In: Proceedings of the Indian Geotechnical Conference (IGC-2010) GEOtrendz, IIT Bombay, Mumbai, India, December 16–18, 2010, vol II, pp 687–688
Chandrasekaran SS, Elayaraja S, Renugadevi S (2011) Damages to transport facilities by rainfall induced landslides during November 2009 in Nilgiris, India. In: Proceedings of the second world landslide forum (Session L11), October 2011, Rome, Italy, pp 3–7
Cheng YM, Lansivaara T, Wei WB (2007) Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Comput Geotech 34:137–150
Cho SE (2009) Probabilistic stability analyses of slopes using the ANN-based response surface. Comput Geotech 36:787–797
Dawson EM, Roth WH, Drescher A (1999) Slope stability analysis by strength reduction. Geotechnique 49(6):835–840
Dodagoudar GR, Venkatachalam G (2000) Reliability analysis of slopes using fuzzy sets theory. Comput Geotech 27:101–115
Georgiadis M, Anagnostopoulos C (1998) Lateral pressure on sheet pile walls due to strip load. J Geotech Geoenviron Eng ASCE 124(I):95–98
Griffiths DV, Lane PA (1999) Slope stability analysis by finite elements. Geotechnique 49:387–403
GSI (1993) District resource map series: Nilgiris district, Tamilnadu. Geological Survey of India, Kolkata, India
GSI (2011) Landslide incidences for the year 2009. http://www.portal.gsi.gov.in/portal/page?_pageid=127,805816&_dad=portal&_schema=PORTAL. Accessed 10 Jan 2011
IMD (2011) Nilgiri district rainfall for last five years, India Meteorological Department, http://www.imd.gov.in/section/hydro/distrainfall/webrain/tamilnadu/nilgiri. Accessed 26 Feb 2011
IRC 37 (2001) Guidelines for the design of flexible pavements. The Indian Roads Congress, New Delhi
IS11594 (2006) Indian standard specification for mild steel thin walled sampling tubes and sampler heads. Bureau of Indian Standards, New Delhi
IS 1893–Part I (2002) Indian standard criteria for earthquake resistant design of structures part 1 general provisions and buildings. Bureau of Indian Standards, New Delhi
IS1904 (1986) Indian standard code of practice for design and construction of foundation in soils: General requirements. Bureau of Indian Standards, New Delhi
IS 456 (2000) Indian Standard Plain and reinforced concrete—code of practice. Bureau of Indian Standards, New Delhi
IS 2720 (17) (2002) Indian standard methods of tests for soils: laboratory determination of permeability. Bureau of Indian Standards, New Delhi
Jaiswal P, van Westen C, Jetten V (2011) Quantitative assessment of landslide hazard along transportation lines using historical records. Landslides 8(3):279–281
Jayabalan K, Lakshminarayanan B (2009) Report on the site specific studies of sidhivinayakar koil and kannimariamman koil landslides, Coonoor, Nilgiris district, Tamilnadu. Geological Survey of India, Chennai, Government of India, pp 1–10
Jiang YS (1990) Slope analysis using boundary elements. Springer, New York
Johnson KA, Sitar N (1990) Hydrologic conditions leading to debris-flow initiation. Can Geotech J 27:789–801
Jotisankasa A, Vathananukij H (2008) Investigation of soil moisture characteristics of landslide-prone slopes in Thailand. Proceedings of the International Conference on Management of Landslide Hazard in the Asia-Pacific Region 11th–15th November 2008 Sendai Japan
Kandasamy V, Lakshumanan C, Venugopal K (2002) Cadastral level resources information system for Kundapallam (Kd1) watershed in the Nilgiris district using GPS and GIS. In: Proceedings of Map India 2002, GIS Development Publications, New Delhi
Kellezi L, Hansen PB, Allkja S (2005) Landslide FE stability analysis. The 11th international conference of IACMAG, Turin, Italy, June 19–24, 2005, pp 545–553
Kirschbaum DB, Adler R, Hong Y, Hill S, Lam AL (2010) A global landslide catalog for hazard applications: method, results, and limitations. Nat Hazards 52:561–575
Matsui T, San K (1992) Finite element slope stability analysis by shear strength reduction technique. Soils Found 32:59–70
Menon A, Ornthammarath T, Corigliano M, Lai CG (2010) Probabilistic seismic hazard macrozonation of Tamil Nadu in Southern India. Bull Seismol Soc Am 100(3):1320–1341
NDMG (2009) National disaster management guidelines—management of landslides and snow avalanches, a publication of the national disaster management authority. Government of India, New Delhi
Nilgiris (2011) Natural disaster management—The Nilgiris, http://www.nilgiris.tn.gov.in. Accessed 26 Jan 2011
Ozdemir A, Delikanli M (2009) A geotechnical investigation of the retrogressive Yaka Landslide and the debris flow threatening the town of Yaka (Isparta, SW Turkey). Nat Hazards 49:113–136
PLAXIS 2D (2002) Finite element code for soil and rock analyses. Version 8. PLAXIS b.v., The Netherlands
Rajakumar R, Sanjeevi S, Jayaseelan S et al (2007) Landslide susceptibility mapping in a hilly terrain using remote sensing and GIS. J Indian Soc Remote Sens 35(1):31–42
Sengupta A, Gupta S, Anbarasu K (2010) Rainfall thresholds for the initiation of landslide at Lanta Khola in north Sikkim, India. Nat Hazards 52:31–42
Seshagiri DN, Badrinarayanan S, Upendran R, Lakshmikantham CB, Srinivasan V (1982) The Nilgiri landslides—results of geotechnical and geological investigations, Miscellaneous Publication No. 57, Geological Survey of India, pp 1–41
Shamsabadi A, Khalili-Tehrani P, Stewart JP, Taciroglu E (2010) Validated simulation models for lateral response of bridge abutments with typical backfills. J Bridge Eng ASCE 15(3):302–311
Stead D, Eberhardt E, Coggan JS (2006) Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques. Eng Geol 83(1–3):217–235
Swan CC, Seo Y (1999) Limit state analysis of earthen slopes using dual continuum/FEM approaches. Int J Numer Anal Methods Geomech 23:1359–1371
Tan Y, Paikowsky SG (2008) Performance of sheet pile wall in peat. J Geotech Geoenviron Eng ASCE 134(4):445–458
Teoman MB, Topal T, Isik NS (2004) Assessment of slope stability in Ankara clay: a case study along E90 highway. Environ Geol 45:963–977
Ventakatachalam G, Nagesha MS, Dodagoudar GR (2002) Landslide modelling using remote sensing and GIS. IGARSS: IEE International geoscience and remote sensing symposium and 24th Canadian symposium on remote sensing: Integrating our view of the Planet, Toronto, Canada, pp 2045–2047
Xu Q, Zhang L (2010) The mechanism of a railway landslide caused by rainfall. Landslides 7:149–156
Zhang J, Zhang W, Zheng Y (2005) A meshfree method and its applications to elastoplastic problems. J Zhejiang Univ Sci 6A(2):148–154
Zhang J, Zhang LM, Tang WH (2011) Slope reliability analysis considering site-specific performance information. J Geotech Geoenviron Eng ASCE 137(3):227–238
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Chandrasekaran, S.S., Sayed Owaise, R., Ashwin, S. et al. Investigation on infrastructural damages by rainfall-induced landslides during November 2009 in Nilgiris, India. Nat Hazards 65, 1535–1557 (2013). https://doi.org/10.1007/s11069-012-0432-x
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DOI: https://doi.org/10.1007/s11069-012-0432-x