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.
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
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
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
Chen L, Young MH (2006) Green-Ampt infiltration model for sloping surfaces. Water Resour Res 42(7):887–896
Cho SE (2010) Probabilistic assessment of slope stability that considers the spatial variability of soil properties. J Geotech Geoenviron Eng 136(7):975–984
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
Ciurleo M, Mandaglio MC, Moraci N (2019) Landslide susceptibility assessment by TRIGRS in a frequently affected shallow instability area. Landslides 16(1):175–188
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
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
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
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
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
Cruden DM, Varnes DJ (1996) Landslide types and processes, special report, transportation research board, U.S. Natl Acad Sci 247:36–75
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
Dikshit A, Satyam N, Pradhan B (2019) Estimation of rainfall-induced landslides using the TRIGRS model. Earth Syst Environ 3(3):575–584
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
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
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
Fawcett T (2006) An introduction to ROC analysis. Pattern Recogn Lett 27(8):861–874
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
Greco VR (2016) Variability and correlation of strength parameters inferred from direct shear tests. Geotech Geol Eng 34(2):585–603
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
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
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
Jamalullail SNR, Sahari S, Shah AA, Batmanathan N (2021) Preliminary analysis of landslide hazard in Brunei Darussalam SE Asia. Environ Earth Sci 80:512
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
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
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
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
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
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
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
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
Li CR, Wang M, Liu K (2018) A decadal evolution of landslides and debris flows after the Wenchuan earthquake. Geomorphology 323:1–12
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
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
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
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
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
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
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
Montrasio L, Schiliro L, Terrone A (2016) Physical and numerical modelling of shallow landslides. Landslides 13(5):873–883
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
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
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
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
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
Pellicani R, Van Westen C, Spilotro G (2014) Assessing landslide exposure in areas with limited landslide information. Landslides 11(3):463–480
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
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
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
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
Santoso AM, Phoon KK, Quek ST (2011) Effects of soil spatial variability on rainfall-induced landslides. Comput Struct 89:893–900
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
Saulnier GM, Beven K, Obled C (1997) Including spatially variable effective soil depths in TOPMODEL. J Hydrol 202(1–4):158–172
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
Segoni S, Rossi G, Catani F (2012) Improving basin scale shallow landslide modelling using reliable soil thickness maps. Nat Hazards 61(1):85–101
Shahri AA, Spross J, Johansson F (2019) Landslide susceptibility hazard map in southwest Sweden using artificial neural network. CATENA 183:104225
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
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
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
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
Wu XZ (2013) Probabilistic slope stability analysis by a copula-based sampling method. Computat Geosci 17(5):739–755
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
Yin YP, Wang FW, Sun P (2009) Landslide hazards triggered by the 2008 Wenchuan earthquake, Sichuan, China. Landslides 6(2):139–152
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
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
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
Corresponding author
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.
About this article
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
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12665-022-10562-y