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Analysis of infiltration processes into fractured and swelling soils as triggering factors of landslides

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Abstract

Rainfall infiltration can cause a dramatic decrease of suction in unsaturated soils and, consequently, of shear strength, triggering various instability phenomena, such as the slip of steep surface soil layers. Swelling of cracked soils and capillary barrier effects, induced by fine-grained soils overlying a more permeable material, can also affect water flow through this type of soil systems. In the past, few studies on infiltration and rainfall-induced landslides considered the simultaneous effects of surface cracks, swelling materials, and/or the capillary barrier phenomenon. To this purpose, this paper presents the results obtained by a dual-permeability model, which simulates water flow through a fractured swelling soil overlying a more permeable soil and focusing on the influence of these phenomena on triggering of landslides. Numerical results show that for high-intensity precipitations, flow through fractures quickly reaches significant depths and the capillary barrier is broken, while soil swelling leads to a uniform narrowing of cracks. On the other hand, for low-intensity precipitations, fracture flow and swelling are limited only to the first 30–50 cm of the topsoil, while cracks almost completely closed. Evaluations of the slope stability show that prolonged low-intensity rainfalls might be more dangerous than short high-intensity rains in triggering surface landslides.

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References

  • Beven K, German P (1982) Macropores and water flow in soils. Water Resour Res 18:1311–1325

    Article  Google Scholar 

  • Brunetti MT, Peruccacci S, Rossi M, Guzzetti F, Reichenbach P, Ardizzone F, Cardinali M, Mondini A, Salvati P, Tonelli G, Valigi D, Lucani S (2009) A prototype system to forecast rainfall-induced landslides in Italy. In: Picarelli L, Tommasi P, Urciuoli G, Versace P (eds) Proceedings of 1st Italian Workshop on Landslides, Rainfall-Induced Landslides: mechanisms, monitoring techniques and nowcasting models for early warning systems, vol 1, 8–10 June 2009, Naples, Italy, pp 157–161

  • Caine N (1980) The rainfall intensity–duration control of shallow landslides and debris flows. Geogr Ann A 62:23–27

    Article  Google Scholar 

  • Carsel RF, Parrish RS (1988) Developing joint probability distributions of soil water retention characteristics. Water Resour Res 24:755–769

    Article  Google Scholar 

  • Crosta GB, Dal Negro P (2003) Observations and modelling of soil slip-debris flow initiation processes in pyroclastic deposits: the Sarno event. Nat Hazard Earth Sys 3:53–69

    Article  Google Scholar 

  • Del Prete M, Guadagno FM, Hawkins AB (1998) Preliminary report on the landslides of 5 May 1998, Campania, southern Italy. Bull Eng Geol Env 57(2):113–129

    Article  Google Scholar 

  • Doglioni A, Galeandro A, Guerricchio A, Fortunato A, Guglielmo E, Ponte M, Simeone V (2011) Analysis of the rainfall preceding the activation of the large Maierato landslide in 2010, In: Margottini C, Canuti P, Sassa K (eds) Landslide Science in Practice, vol 4. Second World Landslide Forum, WLF2-2011-0626, Rome, October 2011

  • Doglioni A, Fiorillo F, Guadagno FM, Simeone V (2012) Evolutionary polynomial regression to alert rainfall-triggered landslide reactivation. Landslides 9(1):53–62

    Article  Google Scholar 

  • Fiorillo F, Guadagno FM, Aquino S, De Blasio A (2001) The December 1999 Cervinara landslides: further debris flows in the pyroclastic deposits of Campania (southern Italy). Bull Eng Geol Env 60(3):171–184

    Article  Google Scholar 

  • Frattini P, Crosta G, Sosio R (2009) Approaches for defining thresholds and return periods for rainfall-triggered shallow landslides. Hydrol Process 23(10):1444–1460

    Article  Google Scholar 

  • Galeandro A, Simeone V (2010a) A dual porosity model for infiltration processes in fractured porous swelling soils. In: Proceedings of the 11th IAEG Congress, Geologically Active, 5–10 September 2010. Auckland NZ. pp 683–689

  • Galeandro A, Simeone V (2010b) Un modello dual-porosity per l’analisi dell’infiltrazione in mezzi porosi rigonfianti con reticoli di fratture. Eng Hydro Env Geology 13:71–85. doi:10.1474/EHEGeology.2010-14.0-07-258

    Google Scholar 

  • Galeandro A, Simeone V (2012) Infiltration processes in fractured and swelling soils and their influence on the stability of surficial covers. Rendiconti Online della Società Geologica Italiana 21:518–520

    Google Scholar 

  • Galeandro A, Šimůnek J, Simeone V (2011) Analysis of infiltration processes into fractured and swelling soils as triggering factors of landslides. In: Proceedings of the Second World Landslide Forum. Roma, 3–7 October 2011

  • Galeandro A, Šimůnek J, Simeone V (2013) Analysis of rainfall infiltration effects on the stability of pyroclastic soil veneer affected by vertical drying shrinkage fractures. Bull Eng Geol Env. doi:10.1007/s10064-013-0492-5

  • Guzzetti F, Peruccacci S, Rossi M, Stark CP (2008) The rainfall intensity-duration control of shallow landslides and debris flows: an update. Landslides 5(1):3–17

    Article  Google Scholar 

  • Iverson RM (2000) Landslide triggering by rain infiltration. Water Resour Res 36:1897–1910

    Article  Google Scholar 

  • Jarvis NJ (1994) “The MACRO Model (Version 3.1). Technical Description and Sample Simulations”, Reports and Dissertations 19. Department of Soil Science, Swedish University of Agricultural Science, Uppsala, Sweden, 51

  • Jarvis NJ, Bergstrom L, Dik PE (1991) Modeling water and solute transport in macroporous soil. II. Chloride breakthrough under nonsteady flow. J Soil Sci 42:71–81

    Article  Google Scholar 

  • Larsbo M, Roulier S, Stenemo F, Kasteel R, Jarvis N (2005) An Improved Dual-Permeability Model of Water Flow and Solute Transport in the Vadose Zone. Vadose Zone J 4:398–406. doi:10.2136/vzj2004.0137

    Article  Google Scholar 

  • Mancarella D, Simeone V (2012) Capillary barrier effects in unsaturated layered soils with special reference to the pyroclastic veneer of the Pizzo d’Alvano, Campania, Italy. Bull Eng Geol Env 71:791–801. doi:10.1007/s10064-012-0419-6

    Article  Google Scholar 

  • Mancarella D, Doglioni A, Simeone V (2012) On capillary barrier effects and debris slide triggering in unsaturated layered covers. Eng Geol 147–148:14–27. doi:10.1016/j.enggeo.2012.07.003

    Article  Google Scholar 

  • Manning R (1890) On the flow of water in open channels and popes. Proc Inst Civil Eng Ireland 20:161–206

    Google Scholar 

  • Morris CE, Stomont JC (1999) Parametric study of unsaturated drainage layers in a capillary barrier. J Geotech Geoenviron 125(12):1057–1065

    Article  Google Scholar 

  • Mualem Y (1976) A new model for predicting the hydraulic conductivity of unsaturated porous media. Water Resour Res 12:513–515

    Article  Google Scholar 

  • Novák V, Šimůnek J, van Genuchten MTh (2000) Infiltration of water into soils with cracks. ASCE J Irrig Drain Eng 126(1):41–47

    Article  Google Scholar 

  • Novák V, Šimůnek J, van Genuchten MTh (2002) Infiltration into a swelling, cracked clay soil. J Hydrol Hydromech 50(1):3–19

    Google Scholar 

  • Pagano L, Picarelli L, Rianna G, Urciuoli G (2010) A simple numerical procedure for timely prediction of precipitation-induced landslides in unsaturated pyroclastic soils. Landslides 7:273–289

    Article  Google Scholar 

  • Rahardjo H, Ong T-H, Rezaur RB, Leong EC, Fredlung DG (2010) Response parameters for characterization of infiltration. Environ Earth Sci 60(7):1369–1380

    Article  Google Scholar 

  • Römkens MJM, Prasad SN (2006) Rain Infiltration into swelling/shrinking/cracking soils. Agr Water Manage 86:196–205

    Article  Google Scholar 

  • Shackelford CD, Chang C-K, Chiu T-F (1994) The capillary barrier effect in unsaturated flow through soil barriers. In: Proceedings of 1st International Congress on Environmental Geotechnics, 10–15 July 1994. Edmonton, Canada, pp 789–793

  • Sheng F, Wang K, Zhang R, Liu H (2011) Modeling preferential water flow and solute transport in unsaturated soil using the active region model. Environ Earth Sci 62(7):1491–1501

    Article  Google Scholar 

  • Šimůnek J, Köhne JM, Kodešová R, Šejna M (2008) Simulating non equilibrium movement of water, solutes, and particles using HYDRUS: A review of recent applications. Soil Water Res 3(Special Issue 1):S42–S51

    Google Scholar 

  • Stormont JC, Anderson CE (1999) Capillary barrier effect from underlying coarser soil layer. J Geotech Geoenviron 125(8):641–648

    Article  Google Scholar 

  • Stormont JC, Morris CE (1998) Method to estimate water storage capacity of capillary barriers. J Geotech Geoenviron 124:297–302

    Article  Google Scholar 

  • Tsai T-L, Chen H-F (2010) Effects of degree of saturation on shallow landslides triggered by rainfall. Environ Earth Sci 59(6):1285–1295

    Article  Google Scholar 

  • Tsai T-L, Chiang S-J (2013) Modeling of layered infinite slope failure triggered by rainfall. Environ Earth Sci 68(5):1429–1434

    Article  Google Scholar 

  • Tsai T-L, Yang J-C (2006) Modeling of rainfall-triggered shallow landslide. Environ Geol 50:525–534

    Article  Google Scholar 

  • Türköz M, Tosun H (2011) A GIS model for preliminary hazard assessment of swelling clays, a case study in Harran plain (SE Turkey). Environ Earth Sci 63(6):1343–1353

    Article  Google Scholar 

  • van Genuchten MTh (1980) A closed form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44:892–898

    Article  Google Scholar 

  • Vogel HJ, Hoffmann H, Roth R (2005) Studies of crack dynamics in clay soil. I. Experimental methods, results and morphological quantification. Geoderma 125:203–211

    Article  Google Scholar 

  • Yang Z, Zandin H, Niemi A, Fagerlund F (2013) The role of geological heterogeneity and variability in water infiltration on non-aqueous phase liquid migration. Environ Earth Sci 68(7):2085–2097

    Article  Google Scholar 

  • Zhou BB, Li Y, Wang QJ, Jiang YL, Li S (2013) Preferential water and solute transport through sandy soil containing artificial macropores. Environ Earth Sci. doi: 10.1007/s12665-013-2339-6

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Authors and Affiliations

  1. Department of Civil Engineering and Architecture, Technical University of Bari, Via Orabona, n. 4, 70125, Bari, Italy

    A. Galeandro, A. Doglioni & V. Simeone

  2. Department of Environmental Sciences, University of California Riverside, Riverside, CA, 92521, USA

    J. Šimůnek

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  1. A. Galeandro
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  2. A. Doglioni
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  3. V. Simeone
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  4. J. Šimůnek
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Correspondence to A. Galeandro.

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Galeandro, A., Doglioni, A., Simeone, V. et al. Analysis of infiltration processes into fractured and swelling soils as triggering factors of landslides. Environ Earth Sci 71, 2911–2923 (2014). https://doi.org/10.1007/s12665-013-2666-7

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  • DOI: https://doi.org/10.1007/s12665-013-2666-7

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