Skip to main content
Erschienen in:

01.06.2024 | Case Study

Investigation of rainfall-induced landslide on unsaturated lateritic residual soil slope in Nilgiris, Western Ghats, India using deterministic and reliability analysis

verfasst von: Bhavithra Soundararajan, Senthilkumar Vadivel, Chandrasekaran Sembulichampalayam Sennimalai

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 6/2024

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

The study investigates an earth slide type rain-induced landslide that occurred at Madithorai, Nilgiris District, India in 2009. It consists of detailed field investigations such as topographical survey and borehole investigation, laboratory and numerical investigations. Based on the topographical survey the slope was modelled in SEEP/W programme to perform the uncoupled transient seepage analysis. The cumulative rainfall of 586 mm was given as an input for a duration of 5 days that caused landslide at Madithorai. The results of transient seepage analysis were used to determine the stability of the slope based on the infinite slope method for unsaturated soil. Based on the analysis the failure mechanism of Madithorai landslide was observed. The influence of antecedent rainfall using three different idealized 5-day antecedent rainfall was studied. A threshold intensity was established from the different 5 days antecedent rainfall and the corresponding factor of safety which can be used as for landslide early warning. The factor of safety from deterministic analysis was greater than one which does not imply that the slope is stable. Therefore, the performance of the slope was studied based on the reliability index and probability of failure using the Monte Carlo simulation. The results highlight that the slope is in hazardous condition with a reliability index of 1.15 and the probability of failure of 11.7%. Hence, it is recommended to adopt a landslide early warning system and suitable remedial measures at Madithorai location.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat ASTM (2012a) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM D3080. ASTM, West Conshohocken, PA ASTM (2012a) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM D3080. ASTM, West Conshohocken, PA
Zurück zum Zitat ASTM (2012b) Standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM D698. ASTM, West Conshohocken,PA ASTM (2012b) Standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM D698. ASTM, West Conshohocken,PA
Zurück zum Zitat ASTM (2016) Standard test methods for measurement of soil potential using filter paper. ASTM D5298. ASTM, West Conshohocken, PA ASTM (2016) Standard test methods for measurement of soil potential using filter paper. ASTM D5298. ASTM, West Conshohocken, PA
Zurück zum Zitat ASTM (2017a) Standard test method for liquid limit plastic limit, and plasticity index of soils. ASTM D4318. ASTM, West Conshohocken,PA ASTM (2017a) Standard test method for liquid limit plastic limit, and plasticity index of soils. ASTM D4318. ASTM, West Conshohocken,PA
Zurück zum Zitat ASTM (2017b) Standard test method for particle-size distribution (gradation) of soils using sieve analysis. ASTM D6913. ASTM, West Conshohocken, PA ASTM (2017b) Standard test method for particle-size distribution (gradation) of soils using sieve analysis. ASTM D6913. ASTM, West Conshohocken, PA
Zurück zum Zitat Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley
Zurück zum Zitat GeoSlope (2012) Seepage modeling with SEEP/W: an Engineering Methodology. GEO-SLOPE International Ltd.,Canada GeoSlope (2012) Seepage modeling with SEEP/W: an Engineering Methodology. GEO-SLOPE International Ltd.,Canada
Zurück zum Zitat Gofar N, Lee ML, Kassim A (2008) Response of suction distribution to rainfall infiltration in soil slope. EJGE 13:1–13 Gofar N, Lee ML, Kassim A (2008) Response of suction distribution to rainfall infiltration in soil slope. EJGE 13:1–13
Zurück zum Zitat Harr ME (1987) Reliability-based design in civil engineering. McGraw-Hill, London Harr ME (1987) Reliability-based design in civil engineering. McGraw-Hill, London
Zurück zum Zitat Hillel DJ (1980) Fundamentals of soil physics. Academic, New york Hillel DJ (1980) Fundamentals of soil physics. Academic, New york
Zurück zum Zitat Jain N, Roy P, Martha TR, Jalan P, Nanda A (2023) Landslide Atlas of India (Mapping, monitoring and advance techniques using space-based inputs). NRSC special publication. NRSC/ISRO. Document number: NRSC-RSA-GSG-GMED-FEB 2023-TR-0002167-V1.0 https://www.nrsc.gov.in/. Accessed 10 February 2024 Jain N, Roy P, Martha TR, Jalan P, Nanda A (2023) Landslide Atlas of India (Mapping, monitoring and advance techniques using space-based inputs). NRSC special publication. NRSC/ISRO. Document number: NRSC-RSA-GSG-GMED-FEB 2023-TR-0002167-V1.0 https://​www.​nrsc.​gov.​in/​. Accessed 10 February 2024
Zurück zum Zitat Jaiswal P (2011) Landslide risk quantification along transportation corridors based on historical information, ITC doctoral dissertation, The Netherlands Jaiswal P (2011) Landslide risk quantification along transportation corridors based on historical information, ITC doctoral dissertation, The Netherlands
Zurück zum Zitat Lakshumanan C, Kishore YP, Yiveganandan S, Krishnakumar P, Muthusankar G (2012) Landuse/land cover dynamics study in Nilgiris district part of western ghats, Tamilnadu. Int J Geomatics Geosci 2(3):911–923 Lakshumanan C, Kishore YP, Yiveganandan S, Krishnakumar P, Muthusankar G (2012) Landuse/land cover dynamics study in Nilgiris district part of western ghats, Tamilnadu. Int J Geomatics Geosci 2(3):911–923
Zurück zum Zitat Mallick J, Alqadhi S, Talukdar S, AlSubih M, Ahmed M, Khan RA, Abutayeh S (2021) Risk assessment of resources exposed to rainfall induced landslide with the development of GIS and RS based ensemble metaheuristic machine learning algorithms. Sustainability 13(2):457. https://doi.org/10.3390/su13020457CrossRef Mallick J, Alqadhi S, Talukdar S, AlSubih M, Ahmed M, Khan RA, Abutayeh S (2021) Risk assessment of resources exposed to rainfall induced landslide with the development of GIS and RS based ensemble metaheuristic machine learning algorithms. Sustainability 13(2):457. https://​doi.​org/​10.​3390/​su13020457CrossRef
Zurück zum Zitat Nadim F, Kjekstad O, Domaas U, Rafat R, Peduzzi P (2006) Global landslides risk case study. Natural disaster hotspots, case studies. Disaster risk Manage Ser 6:21–77 Nadim F, Kjekstad O, Domaas U, Rafat R, Peduzzi P (2006) Global landslides risk case study. Natural disaster hotspots, case studies. Disaster risk Manage Ser 6:21–77
Zurück zum Zitat Pardhasaradhi YJ, Vaidyanadhan R (1974) Evolution of Landforms over the Nilgiri, South India. Geol Soc India 15(2):182–188 Pardhasaradhi YJ, Vaidyanadhan R (1974) Evolution of Landforms over the Nilgiri, South India. Geol Soc India 15(2):182–188
Zurück zum Zitat Phoon KK, Kulhawy FH (1999) Characterization of geotechnical variability. Can Geotech J 36(4):612–624CrossRef Phoon KK, Kulhawy FH (1999) Characterization of geotechnical variability. Can Geotech J 36(4):612–624CrossRef
Zurück zum Zitat Senthilkumar V, Chandrasekaran SS, Maji VB (2017) Overview of rainfall induced landslide events and importance of geotechnical investigations in Nilgiris District of Tamil Nadu, In: Mikos M, Casagli N, Yin Y, Sassa K(eds) of Proc., 4th World Landslide Forum, Springer, vol 4, pp 281–287 Senthilkumar V, Chandrasekaran SS, Maji VB (2017) Overview of rainfall induced landslide events and importance of geotechnical investigations in Nilgiris District of Tamil Nadu, In: Mikos M, Casagli N, Yin Y, Sassa K(eds) of Proc., 4th World Landslide Forum, Springer, vol 4, pp 281–287
Zurück zum Zitat Seshagiri DN, Badrinarayanan S, Upendran R, Lakshmikantham CB, Srinivasan V (1982) The Nilgiris landslides: results of geotechnical and geological investigations of the GSI in collaboration with state geology branch. Geological Survey of India Seshagiri DN, Badrinarayanan S, Upendran R, Lakshmikantham CB, Srinivasan V (1982) The Nilgiris landslides: results of geotechnical and geological investigations of the GSI in collaboration with state geology branch. Geological Survey of India
Zurück zum Zitat Tsaparas I, Rahardjo H, Toll DG, Leong EC (2002) Controlling parameters for rainfall-induced landslides. Comput Geotech 29(1):1–27CrossRef Tsaparas I, Rahardjo H, Toll DG, Leong EC (2002) Controlling parameters for rainfall-induced landslides. Comput Geotech 29(1):1–27CrossRef
Zurück zum Zitat USACE (United States Army Corps of Engineers) (1999) Risk-based analysis in geotechnical engineering for support of planning studies, engineering and design. Rep. No. 20314 – 1000. Dept. of Army, USACE, Washington, DC USACE (United States Army Corps of Engineers) (1999) Risk-based analysis in geotechnical engineering for support of planning studies, engineering and design. Rep. No. 20314 – 1000. Dept. of Army, USACE, Washington, DC
Zurück zum Zitat Uzielli M, Lacasse S, Nadim F, Phoon KK (2006) Soil variability analysis for geotechnical practice. Charact Eng Prop Nat Soils 3:1653–1752 Uzielli M, Lacasse S, Nadim F, Phoon KK (2006) Soil variability analysis for geotechnical practice. Charact Eng Prop Nat Soils 3:1653–1752
Zurück zum Zitat Varnes DJ (1978) Slope movement types and processes. Special Rep 176:11–33 Varnes DJ (1978) Slope movement types and processes. Special Rep 176:11–33
Zurück zum Zitat Zhou G, Esaki T, Mitani Y, Xie M, Mori J (2003) Spatial probabilistic modeling of slope failure using an integrated GIS Monte Carlo simulation approach. Eng Geol 68(3–4):373–386CrossRef Zhou G, Esaki T, Mitani Y, Xie M, Mori J (2003) Spatial probabilistic modeling of slope failure using an integrated GIS Monte Carlo simulation approach. Eng Geol 68(3–4):373–386CrossRef
Metadaten
Titel
Investigation of rainfall-induced landslide on unsaturated lateritic residual soil slope in Nilgiris, Western Ghats, India using deterministic and reliability analysis
verfasst von
Bhavithra Soundararajan
Senthilkumar Vadivel
Chandrasekaran Sembulichampalayam Sennimalai
Publikationsdatum
01.06.2024
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 6/2024
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-024-03704-y