Skip to main content

Advertisement

Log in

A GIS-based probabilistic analysis model for rainfall-induced shallow landslides in mountainous areas

  • Original Article
  • Published:
Environmental Earth Sciences Aims and scope Submit manuscript

Abstract

Landslides are serious natural disasters frequently occurring in the mountainous areas along the Sichuan–Tibet railway. Landslides are often induced by rainfall and greatly threaten people’s lives and property. Via the use of GIS technology, a probabilistic analysis model was proposed for rainfall-induced shallow landslides along the above route. The process of the proposed probabilistic analysis model could be divided into three parts: (i) an infiltration hydrogeological model, (ii) a slope stability model, and (iii) probabilistic analysis. In this model, soil cohesion and internal friction angle were regarded as random parameters. The Green–Ampt model was used to dynamically describe the soil infiltration process during rainfall. Combined with the infinite slope stability model, the failure probability in the study area was analyzed. The model was applied to simulate the Bayi catchment landslide event of August 18, 2010, to evaluate its reliability. Through comparison of the simulation results to landslide occurrence locations, it was determined that the model achieves a satisfactory prediction performance. In addition, compared to deterministic analysis methods and the r.slope model, the proposed probabilistic analysis model achieved a satisfactory evaluation performance. The presented physics-based probabilistic analysis model could provide important theoretical support for hazard prevention in regard to rainfall-induced shallow landslides in mountainous areas.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

References

  • Al-Bittar T, Soubra AH, Thajeel J (2018) Kriging-based reliability analysis of strip footings resting on spatially varying soils. J Geotech Geoenviron Eng 144(10):04018071

    Article  Google Scholar 

  • An H, Viet TT, Lee G, Kim Y, Kim M, Noh S, Noh J (2016) Development of time-variant landslide-prediction software considering three-dimensional subsurface unsaturated flow. Env Model Softw 85:172–183

    Article  Google Scholar 

  • Cepeda J, Chávez JA, Martínez CC (2010) Procedure for the selection of runout model parameters from landslide back-analyses: application to the metropolitan area of San Salvador, El Salvador. Landslides 7:105–116

    Article  Google Scholar 

  • Chen L, Young MH (2006) Green-Ampt infiltration model for sloping surfaces. Water Resour Res 42(7):887–896

    Article  Google Scholar 

  • Cho SE (2010) Probabilistic assessment of slope stability that considers the spatial variability of soil properties. J Geotech Geoenviron Eng 136(7):975–984

    Article  Google Scholar 

  • Ciurleo M, Cascini L, Calvello M (2017) A comparison of statistical and deterministic methods for shallow landslide susceptibility zoning in clayey soils. Eng Geol 223:71–81

    Article  Google Scholar 

  • Ciurleo M, Mandaglio MC, Moraci N (2019) Landslide susceptibility assessment by TRIGRS in a frequently affected shallow instability area. Landslides 16(1):175–188

    Article  Google Scholar 

  • Cohen-Waeber J, Burgmann R, Chaussard E, Giannico C, Ferretti A (2018) Spatiotemporal patterns of precipitation-modulated landslide deformation from independent component analysis of InSAR time series. Geophys Res Lett 45(4):1878–1887

    Article  Google Scholar 

  • Corominas J, van Westen C, Frattini P, Cascini L, Malet JP, Fotopoulou S (2014) Recommendations for the quantitative analysis of landslide risk. Bull Eng Geol Environ 73(2):209–263

    Google Scholar 

  • Cotecchia F, Santaloia F, Lollino P, Vitone C, Pedone G, Bottiglieri O (2016) From a phenomenological to a geomechanical approach to landslide hazard analysis. Eur J Environ Civ Eng 20(9):1004–1031

    Article  Google Scholar 

  • Cotecchia F, Tagarelli V, Pedone G, Ruggieri G, Guglielmi S, Santaloia F (2019) Analysis of climate-driven processes in clayey slopes for early warning system design. Geotech Eng 172(6):1–45

    Article  Google Scholar 

  • Cotecchia F, Petti R, Milella D, Lollino P (2020) Design of medium depth drainage trench systems for the mitigation of deep landsliding. Geosciences 10(5):174

    Article  Google Scholar 

  • Cruden DM, Varnes DJ (1996) Landslide types and processes, special report, transportation research board, U.S. Natl Acad Sci 247:36–75

    Google Scholar 

  • Das GK, Hazra B, Garg A, Ng CWW, Avani N, Lateh H (2017) Bivariate probabilistic modelling of hydro-mechanical properties of vegetated soils. Adv Civ Eng Mater 6(1):235–257

    Google Scholar 

  • Dikshit A, Satyam N, Pradhan B (2019) Estimation of rainfall-induced landslides using the TRIGRS model. Earth Syst Environ 3(3):575–584

    Article  Google Scholar 

  • Du GL, Zhang YS, Yang ZH, Guo CB, Yao X, Sun DY (2019) Landslide susceptibility mapping in the region of eastern Himalayan syntaxis, Tibetan plateau, China: a comparison between analytical hierarchy process information value and logistic regression-information value methods. Bull Eng Geol Environ 78(6):4201–4215

    Article  Google Scholar 

  • Elia G, Cotecchia F, Pedone G, Vaunat J, Vardon PJ, Pereira C, Springman SM, Rouainia M, Van Esch J, Koda E, Josifovski J, Nocilla A, Askarinejad A, Stirling R, Helm P, Lollino P, Osinski P (2017) Numerical modelling of slope-vegetation-atmosphere interaction: an overview. Q J Eng Geol Hydroge 50:249–270

    Article  Google Scholar 

  • Elia G, Falcone G, Cotecchia F, Rouainia M (2020) Analysis of the effects of seasonal pore pressure variations on the slope stability through advanced numerical modelling. In: Calvetti F, Cotecchia F, Galli A, Jommi C (eds) Geotechnical research for land protection and development. CNRIG 2019. Lecture notes in civil engineering, vol. 40, Springer, Cham, pp 184–194

    Chapter  Google Scholar 

  • Fawcett T (2006) An introduction to ROC analysis. Pattern Recogn Lett 27(8):861–874

    Article  Google Scholar 

  • Fell R, Cororninas J, Bonnard C, Cascini L, Leroi E, Savage WZ (2008) Guidelines for landslide susceptibility, hazard and risk-zoning for land use planning. Eng Geol 102(3–4):85–98

    Article  Google Scholar 

  • Greco VR (2016) Variability and correlation of strength parameters inferred from direct shear tests. Geotech Geol Eng 34(2):585–603

    Article  Google Scholar 

  • Green WH, Ampt GA (1911) Studies on soil physics: I, Flow of air and water through soils. J Agr Sci-Cambridge 4(1):1–24

    Google Scholar 

  • Guimarães RF, Montgomery DR, Greenberg HM, Fernandes NF, Carvalho OCD (2003) Parameterization of soil properties for a model of topographic controls on shallow landsliding: application to Rio de Janeiro. Eng Geol 69(1–2):99–108

    Article  Google Scholar 

  • Hu YX, Zhu YG, Li HB, Li CJ, Zhou JW (2021) Numerical estimation of landslide-generated waves at kaiding slopes, Houziyan reservoir, China, using a coupled DEM-SPH method. Landslides 18:3435–3448

    Article  Google Scholar 

  • Jamalullail SNR, Sahari S, Shah AA, Batmanathan N (2021) Preliminary analysis of landslide hazard in Brunei Darussalam SE Asia. Environ Earth Sci 80:512

    Article  Google Scholar 

  • Jeong S, Kassim A, Hong M, Saadatkhah N (2018) Susceptibility assessments of landslides in Hulu Kelang area using a geographic information system-based prediction model. Sustainability-Basel 10(8):2941

    Article  Google Scholar 

  • Jiang N, Li HB, Zhang JY, Dai W, Li CJ, Zhou JW (2021) A monitoring method integrating terrestrial laser scanning (TLS) and unmanned aerial vehicles (UAVs) for different landslide deformation patterns. IEEE J-STARS 14:10242–10255

    Google Scholar 

  • Keles F, Nefeslioglu HA (2021) Infinite slope stability model and steady-state hydrology-based shallow landslide susceptibility evaluations: the Guneysu catchment area (Rize, Turkey). CATENA 200:105161

    Article  Google Scholar 

  • Kim D, Im S, Lee SH, Hong Y, Cha KS (2010) Predicting the rainfall-triggered landslides in a forested mountain region using TRIGRS model. J Mt Sci-Engl 7(1):83–91

    Article  Google Scholar 

  • Kim HB, Lee JH, Park HJ, Heo JH (2021) Assessment of temporal probability for rainfall-induced landslides based on nonstationary extreme value analysis. Eng Geol 294:106372

    Article  Google Scholar 

  • Lee JH, Park HJ (2015) Assessment of shallow landslide susceptibility using the transient infiltration flow model and GIS-based probabilistic approach. Landslides 13(5):885–903

    Article  Google Scholar 

  • Lee S, Jang J, Kim Y, Cho N, Lee MJ (2020) Susceptibility analysis of the Mt. Umyeon landslide area using a physical slope model and probabilistic method. Remote Sens-Basel 12(6):2663

    Article  Google Scholar 

  • Li DQ, Jiang SH, Cao ZJ, Zhou W, Zhou CB, Zhang LM (2015) A multiple response-surface method for slope reliability analysis considering spatial variability of soil properties. Eng Geol 187(17):60–72

    Article  Google Scholar 

  • Li CR, Wang M, Liu K (2018) A decadal evolution of landslides and debris flows after the Wenchuan earthquake. Geomorphology 323:1–12

    Article  Google Scholar 

  • Li ZH, Wang Q, Zhou FJ, Li YC, Han XD, Mehmood Q, Cao C, Gu FF, Han MX, Chen JP (2021) Integrating an interferometric synthetic aperture radar technique and numerical simulation to investigate the Tongmai old deposit along the Sichuan-Tibet railway. Geomorphology 377:107586

    Article  Google Scholar 

  • Liu LL, Cheng YM, Wang XM, Zhang SH, Wu ZH (2017) System reliability analysis and risk assessment of a layered slope in spatially variable soils considering stratigraphic boundary uncertainty. Comput Geotech 89:213–225

    Article  Google Scholar 

  • Marin RJ, Velasquez MF, Sanchez O (2021) Applicability and performance of deterministic and probabilistic physically based landslide modeling in a data-scarce environment of the Colombian Andes. J S Am Earth Sci 108:103175

    Article  Google Scholar 

  • Melchiorre C, Frattini P (2012) Modelling probability of rainfall-induced shallow landslides in a changing climate, Otta, Central Norway. Clim Change 113(2):413–436

    Article  Google Scholar 

  • Mergili M, Fellin W, Moreiras SM, Sttter J (2012) Simulation of debris flows in the central andes based on open source GIS: possibilities, limitations, and parameter sensitivity. Nat Hazards 61:1051–1081

    Article  Google Scholar 

  • Mergili M, Marchesini I, Alvioli M, Metz M, Schneider-Muntau B, Rossi M, Guzzetti F (2014a) A strategy for GIS-based 3D slope stability modelling over large areas. Geosci Model Dev 7:2969–2982

    Article  Google Scholar 

  • Mergili M, Marchesini I, Rossi M, Guzzetti F, Fellin W (2014b) Spatially distributed three-dimensional slope stability modelling in a raster GIS. Geomorphology 206:178–195

    Article  Google Scholar 

  • Montrasio L, Schiliro L, Terrone A (2016) Physical and numerical modelling of shallow landslides. Landslides 13(5):873–883

    Article  Google Scholar 

  • Napoli MD, Carotenuto F, Cevasco A, Confuorto P, Martire DD, Firpo M, Pepe G, Raso E, Calcaterra D (2020) Machine learning ensemble modelling as a tool to improve landslide susceptibility mapping reliability. Landslides 17(8):1897–1914

    Article  Google Scholar 

  • Nery TD, Vieira BC (2015) Susceptibility to shallow landslides in a drainage basin in the Serra do Mar, Sa˜o Paulo, Brazil, predicted using the SINMAP mathematical model. Bull Eng Geol Environ 74(2):369–378

    Article  Google Scholar 

  • Obregon C, Mitri H (2019) Probabilistic approach for open pit bench slope stability analysis - a mine case study. Int J Min Sci Techno 29(4):629–640

    Article  Google Scholar 

  • Palacio J, Mergili M, Aristizábal E (2020) Probabilistic landslide susceptibility analysis in tropical mountainous terrain using the physically based r.slope.stability model. Nat Hazard Eart Sys 20:815–829

    Article  Google Scholar 

  • Park HJ, Jang JY, Lee JH (2019) Assessment of rainfall-induced landslide susceptibility at the regional scale using a physically based model and fuzzy-based monte carlo simulation. Landslides 16(4):695–713

    Article  Google Scholar 

  • Pellicani R, Van Westen C, Spilotro G (2014) Assessing landslide exposure in areas with limited landslide information. Landslides 11(3):463–480

    Article  Google Scholar 

  • Pereira S, Garcia AC, Zezere JL, Oliveira SC, Silva M (2017) Landslide quantitative risk analysis of buildings at the municipal scale based on a rainfall triggering scenario. Geomat Nat Haz Risk 8(2):624–648

    Article  Google Scholar 

  • Pradhan AMS, Kim YT (2015) Application and comparison of shallow landslide susceptibility models in weathered granite soil under extreme rainfall events. Environ Earth Sci 73(9):5761–5771

    Article  Google Scholar 

  • Raia S, Alvioli M, Rossi M, Baum RL, Godt JW, Guzzetti F (2014) Improving predictive power of physically based rainfall-induced shallow landslide models: a probabilistic approach. Geosci Model Dev 7:495–514

    Article  Google Scholar 

  • Salciarini D, Fanelli G, Tamagnini C (2017) A probabilistic model for rainfall-induced shallow landslide prediction at the regional scale. Landslides 14(5):1731–1746

    Article  Google Scholar 

  • Santoso AM, Phoon KK, Quek ST (2011) Effects of soil spatial variability on rainfall-induced landslides. Comput Struct 89:893–900

    Article  Google Scholar 

  • Sarma CP, Dey A, Krishna M (2020) Influence of digital elevation models on the simulation of rainfall-induced landslides in the hillslopes of Guwahati, India. Eng Geol 268:105523

    Article  Google Scholar 

  • Saulnier GM, Beven K, Obled C (1997) Including spatially variable effective soil depths in TOPMODEL. J Hydrol 202(1–4):158–172

    Article  Google Scholar 

  • Schmaltz E, Mergili M (2018) Integration of root systems into a GIS-based slip surface model: computational experiments in a generic hillslope environment. Landslides 15(8):1561–1575

    Article  Google Scholar 

  • Segoni S, Rossi G, Catani F (2012) Improving basin scale shallow landslide modelling using reliable soil thickness maps. Nat Hazards 61(1):85–101

    Article  Google Scholar 

  • Shahri AA, Spross J, Johansson F (2019) Landslide susceptibility hazard map in southwest Sweden using artificial neural network. CATENA 183:104225

    Article  Google Scholar 

  • Sun XP, Zeng P, Li TB, Wang S, Jimenez R, Feng XD, Xu Q (2021) From probabilistic back analyses to probabilistic run-out predictions of landslides: a case study of Heifangtai terrace, Gansu province, China. Eng Geol 208:105950

    Article  Google Scholar 

  • Tran TV, Alvioli M, Lee G, An HU (2018) Three-dimensional, time-dependent modeling of rainfall-induced landslides over a digital landscape: a case study. Landslides 15:1071–1084

    Article  Google Scholar 

  • Volpe E, Ciabatta L, Salciarini D, Camici S, Cattoni E, Brocca L (2021) The impact of probability density functions assessment on model performance for slope stability analysis. Geosciences 11(8):322

    Article  Google Scholar 

  • Wei RQ, Zeng QL, Davies T, Yuan GX, Wang KY, Xue XY, Yin QF (2018) Geohazard cascade and mechanism of large debris flows in Tianmo gully, SE Tibetan plateau and implications to hazard monitoring. Eng Geol 233:172–182

    Article  Google Scholar 

  • Wu XZ (2013) Probabilistic slope stability analysis by a copula-based sampling method. Computat Geosci 17(5):739–755

    Article  Google Scholar 

  • Wu RA, Zhang YS, Guo CB, Yang ZH, Tang J, Su FR (2020) Landslide susceptibility assessment in mountainous area: a case study of Sichuan-Tibet railway, China. Environ Earth Sci 79(6):157

    Article  Google Scholar 

  • Yin YP, Wang FW, Sun P (2009) Landslide hazards triggered by the 2008 Wenchuan earthquake, Sichuan, China. Landslides 6(2):139–152

    Article  Google Scholar 

  • Zhang SJ, Zhao LQ, Delgado-Tellez R, Bao HJ (2018) A physics-based probabilistic forecasting model for rainfall-induced shallow landslides at regional scale. Nat Hazard Earth Sys 18(3):969–982

    Article  Google Scholar 

  • Zhou JW, Huang KX, Shi C, Hao MH, Guo CX (2015) Discrete element modeling of the mass movement and loose material supplying the gully process of a debris avalanche in the Bayi catchment, southwest China. J Asian Earth Sci 99:95–111

    Article  Google Scholar 

Download references

Funding

This work was supported by the National Natural Science Foundation of China (U20A20111; 41977229) and the Sichuan Youth Science and Technology Innovation Research Team Project (2020JDTD0006). Critical comments by the anonymous reviewers greatly improved the initial manuscript.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jia-wen Zhou.

Ethics declarations

Conflict of interest

The authors declare that they have no competing interests.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Li, Cj., Guo, Cx., Yang, Xg. et al. A GIS-based probabilistic analysis model for rainfall-induced shallow landslides in mountainous areas. Environ Earth Sci 81, 432 (2022). https://doi.org/10.1007/s12665-022-10562-y

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12665-022-10562-y

Keywords

Navigation