Integrating GIS and stress transfer mechanism in mapping rainfall-triggered landslide susceptibility

Engineering Geology

Volumn 101, Issue 1-2, 2008, Pages 60-74

  Liu, Chia Nan ^a   Wu, Chia Chen ^a  

^a NATIONAL CHI NAN UNIVERSITY   (Taiwan)

Author keywords

Landslide; Mapping; Progressive failure; Rainfall; Stress transfer

Indexed keywords

CELLS; CYTOLOGY; ENVIRONMENTAL ENGINEERING; ENVIRONMENTAL PROTECTION; GEOGRAPHIC INFORMATION SYSTEMS; INSULATING MATERIALS; INTEGRATION; LANDSLIDES; MECHANISMS; PLANNING; SAFETY FACTOR; SLOPE STABILITY; STRATEGIC PLANNING;

CONVENTIONAL ANALYTICAL; FACTOR OF SAFETY; FACTORS OF SAFETY; GEOGRAPHICAL INFORMATION SYSTEMS; HAZARDOUS AREAS; LANDSLIDE; LANDSLIDE HAZARDS; LANDSLIDE SUSCEPTIBILITY; MAPPING; PROGRESSIVE FAILURE; RAINFALL; ROUTING MODELS; SIMULATION RESULTS; SLOPE FAILURES; STRAIN-SOFTENING; STRESS TRANSFER; STRESS TRANSFER MECHANISMS; SUSCEPTIBILITY MAPPING; UNBALANCED FORCES;

CONFORMAL MAPPING;

GIS; HAZARD ASSESSMENT; LANDSLIDE; MAPPING; RAINFALL; SLOPE FAILURE;

ASIA; EURASIA; FAR EAST; NANTOU; TAIWAN;

EID: 50849099153     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2008.04.003     Document Type: Article

References (38)

1. Anderson S.A., and Sitar N. Analysis of rainfall-induced debris flows. Journal of Geotechnical Engineering, ASCE 121 (1995) 544-552
2. Baum R.L., Coe J.A., Godt J.W., Harp E.L., Reid M.E., Savage W.Z., Schulz W.H., Brien D.L., Chleborad A.F., McKenna J.P., and Michael J.A. Regional landslide-hazard assessment for Seattle, Washington, U.S.A. Landslides 2 (2005) 266-279
3. Chen C.Y., Chen T.C., Yu F.C., and Lin S.C. Analysis of time-varying rainfall infiltration induced landslide. Environmental Geology 48 (2005) 466-479
4. Chen S.T., Lee S.T., and Peng W.F. A study on the modeling of the earthquake-induced landslide hazard assessment by cumulative displacement method-a case study. Proceeding of International Symposium on Landslide and Debris Flow Hazard Assessment (2004) 3-1
5. Chowhury R.N., and A-Grivas D. Probabilistic model of progressive failure of slopes. J. Geotech. Engrg., ASCE 108 (1982) 803-819
6. Chowdhury R.N., Tang W.H., and Sidi I. Reliability model of progressive slope failure. Geotechnique, 37 4 (1987) 467-481
7. Coe J.A., Michael J.A., Crovelli R.A., and Savage W.Z. Preliminary map showing landslide densities, mean recurrence intervals, and exceedance probabilities as determined from historic records, Seattle, Washington. USGS Open-File Report 00-303 (2000)
8. Collins B.D., and Znidarcic D. Stability analysis of rainfall induced landslides. Journal of the Geotechnical and Geoenvironmental Engineering, ASCE 130 (2004) 362-372
9. Crosta G.B. Regionalization of rainfall thresholds: an aid to landslide hazard evaluation. Environmental Geology 35 (1998) 131-145
10. D'Odorico P., Fagherazzi S., and Rigon R. Potential for landsliding: dependence on hyetograph characteristics. Journal of Geophysics Research 110 (2005) F01007 10.1029/2004JF000127
11. Dorren L.K.A. A review of rockfall mechanics and modelling approaches. Progress in Physical Geography 27 (2003) 69-87
12. Frattini P., Crosta G.B., Fusi N., and Negro P.D. Shallow landslides in pyroclastic soils: a distributed modeling approach for hazard assessment. Engineering Geology 73 (2004) 277-295
13. Gilbert R.B., and Tang W.H. Progressive failure probability of soil slope containing geological anomalies. Proc. ICOSSAR (1989) 255-262
14. Gui S.X., Zhang R., and John P.T. Probabilistic slope stability analysis with stochastic soil hydraulic conductivity. Journal of Geotechnical and Geoenvironmental Engineering 126 (2000) 1-9
15. Hayashi H., and Tang W.H. Probabilistic evaluation on progressive failure in cut slopes. Structural Safety 14 (1994) 31-46
16. Huggel C., Haeberli W., and Krummenacher B. Regional-scale GIS-models for assessment of hazards from glacier lake outbursts: evaluation and application in the Swiss Alps. Natural Hazards and Earth System Sciences 3 (2003) 647-662
17. Iverson M.R. Sensitivity of stability analyses to groundwater data. In: Bell D.H. (Ed). Proceedings of VIth International Symposium on Landslides (1991), Christchurch, New Zealand. Balkema, Amsterdam 451-457
18. Iverson R.M. Landslide triggering by rain infiltration. Water Resources Research 36 (2000) 1897-1910
19. Jenson S.K., and Domingue J.O. Extracting topographic structure from digital elevation data for geographic information system analysis. Photogramm. Eng. Remote Sens 54 (1988) 1593-1600
20. Jibson R.W., Harp E.L., and Michael J.A. A method for producing digital probabilistic seismic landslide hazard maps. Engineering Geology 58 (2000) 271-289
21. Johnson K.A., and Sitar N. Hydrologic conditions leading to debris-flows initiation. Canadian Geotechnical Journal 27 (1990) 789-801
22. Lan H.X., Lee C.F., Zhou C.H., and Martin C.D. Dynamic characteristics analysis of shallow landslides in response to rainfall event using GIS. Environmental Geology 47 (2005) 254-267
23. Lancaster S.T., Hayes S.K., and Grant G.E. Modeling sediment and wood storage and dynamics in small mountainous watersheds. Geomorphic Processes and Riverine Habitat Water Science and Application 4 (2002) 85-102
24. Law K.T., and Lumb P. A limit equilibrium analysis of progressive failure in the stability of slopes. Canadian Geotechnical Journal 15 (1978) 113-112
25. Liu C.N., Gilbert R.B., and Wright S.G. Discussion of "earth slide on geomembrane". Journal of the Geotechnical Engineering Division, ASCE 124 (1998) 650-651
26. Lowe III J., and Karafiath L. Stability of earth dams upon drawdown. Proceedings, 1st Pan Am Conference on Soil Mech. and Found. Eng. Mexico City (1960) 537-552
27. Luzi L., and Pergalani F. Applications of statistical and GIS techniques to slope instability zonation (1:50000 Fabriano geological map sheet). Soil Dynamics and Earthquake Engineering 15 (1996) 83-94
28. Miao T., Ma C., and Wu S. Evolution model of progressive failure of landslides. Journal of the Geotechnical Engineering Division, ASCE 125 (1999) 827-831
29. Montgomery D.R., Dietrich W.E., and Heffne J.T. Piezometric response in shallow bedrock at CB1: implications for runoff generation and landsliding. Water Resources Research 38 NO. 12 (2002) 1274 10.1029/2002WR001429
30. Pack R.T., Tarboton D.G., and Goodwin C.N. The SINMAP approach to terrain stability mapping. Proceedings of 8th Congress of the International Association of Engineering Geology (1998) 1157-1165
31. Quinn P.F., Beven K.J., Chevallier P., and Planchon O. The prediction of hillslope paths for distributed hydrological modeling using digital terrain models. Hydrol. Process 5 (1991) 59-79
32. Tarboton D.G. A new method for the determination of flow directions and upslope areas in grid digital elevation models, Water Resour. Res. 33 (1997) 309-319
33. Tofani V., Dapporto S., Vannocci P., and Casagli N. Infiltration, seepage and slope instability mechanisms during the 20-21 November 2000 rainstorm in Tuscany, central Italy. Natural Hazards and Earth System Science 6 (2006) 1025-1033
34. Torres R., Dietrich W.E., Montgomery D.R., Anderson S.P., Loague K., 1998. Unsaturated zone processes and the hydrologic response of a steep, unchanneled.
35. Tsai T.L. The influence of rainstorm pattern on shallow landslide. Environmental Geology 53 (2008) 1563-1569
36. Wieberg N.E., Koponene M., and Runesson K. Finite element analysis of progressive failure in long slopes. Intl. Journal for Numerical and Analytical Method in Geomechanics 14 (1990) 599-612
37. Wilkinson P.L., and Lloyd D.M. An integrated hydrological model for rain-induced landslide prediction. Earth Surface Processes and Landforms 27 (2002) 1285-1297
38. Zhou G., Esaki T., Mitani Y., Xie M., and Mori J. Spatial probabilitic modeling of slope failure using an integrated GIS Monte Carlo simulation approach. Engineering Geology 68 (2003) 373-386