Skip to main content
Log in

Effect of the characteristics of surface cracks on the transient saturated zones in colluvial soil slopes during rainfall

  • Original Paper
  • Published:
Bulletin of Engineering Geology and the Environment Aims and scope Submit manuscript

Abstract

The presence of surface cracks has a great influence on the formation of transient saturated zones, which are one of the main factors affecting the stability of colluvial soil slopes during rainfall. This paper aims to examine how the distribution characteristics, such as depth (h), angle (θ), and location of surface cracks, influence the development of transient saturated zones. For this reason, a series of numerical simulations involving colluvial soil slopes is performed. The results show that the development of transient saturated zones in a slope with a crack and that in an intact slope are quite different. In a cracked slope, rainwater infiltrates into the slope along the crack and forms a transient saturated zone at the crack tip. It is found that the smaller the crack depth is, the easier it is for the transient saturated zone at the crack tip to connect with that in the shallow layer, leading to an increase in the area of the transient saturated zone in the shallow layer. Moreover, the larger the crack angle is, the more easily the transient saturated zone at the crack tip connects with both the transient saturated zone in the shallow layer and the groundwater, forming a transient saturated zone that penetrates the entire colluvium. In addition, the lower the location of the crack along the slope surface is, the shorter the time is for the formation of a transient saturated zone at the crack tip, and the larger the area of the transient saturated zone.

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

Similar content being viewed by others

References

  • Cotecchia F, Vitone C, Santaloia F, Pedone G, Bottiglieri O (2015) Slope instability processes in intensely fissured clays: case histories in the southern Apennines. Landslides 12(5):877–893

    Article  Google Scholar 

  • Dong H, Huang R, Gao QF (2017) Rainfall infiltration performance and its relation to mesoscopic structural properties of a gravelly soil slope. Eng Geol 230:1–10

    Article  Google Scholar 

  • Ehrlich M, da Costa DP, Silva RC (2018) Behavior of a colluvial slope located in southeastern Brazil. Landslides 15(8):1595–1613

    Article  Google Scholar 

  • Fan P, Liu Q, Li J, Sun J (2005) Numerical analysis of rainfall in filtration in the slope with a fracture. Sci China Ser E-Eng Mater Sci 48(1):107–120

    Google Scholar 

  • Gao QF, Dong H, Huang R, Li ZF (2019) Structural characteristics and hydraulic conductivity of an eluvial-colluvial gravelly soil. Bull Eng Geol Environ. https://doi.org/10.1007/s10064-018-01455-1

    Article  Google Scholar 

  • Jiang FS, Huang YH, Wang MK, Lin JS, Zhao G, Ge HL (2014) Effects of rainfall intensity and slope gradient on steep colluvial deposit erosion in Southeast China. Soil Sci Soc Am J 78(5):1741–1752

    Article  Google Scholar 

  • Kabeya N, Katsuyama M, Kawasaki M, Ohte N, Sugimoto A (2007) Estimation of mean residence times of subsurface waters using seasonal variation in deuterium excess in a small headwater catchment in Japan. Hydrol Process 21(3):308–322

    Article  Google Scholar 

  • Leung CT, Zimmerman RW (2012) Estimating the hydraulic conductivity of two-dimensional fracture networks using network geometric properties. Transp Porous Media 93(3):777–797

    Article  Google Scholar 

  • Li Z, Ye W, Marence M, Bricker J (2019a) Unsteady seepage behavior of an earthfill dam during drought-flood cycles. Geosciences 9(1):17. https://doi.org/10.3390/geosciences9010017

    Article  Google Scholar 

  • Li J, Zhang JH, Qian GP, Zheng JL, Zhang YQ (2019b) Three-dimensional simulation of aggregate and asphalt mixture using parameterized shape and size gradation. J Mater Civ Eng 31(3). https://doi.org/10.1061/(ASCE)MT.1943-5533.0002623

    Article  Google Scholar 

  • Mukhlisin M, Khiyon KN (2018) The effects of cracking on slope stability. J Geol Soc India 91(6):704–710

    Article  Google Scholar 

  • Richards LA (1931) Capillary conduction of liquids through porous mediums. Physics 1(5):318–333

    Article  Google Scholar 

  • Shen B, Siren T, Rinne M (2015) Modelling fracture propagation in anisotropic rock mass. Rock Mech Rock Eng 48(3):1067–1081

    Article  Google Scholar 

  • Song H, Cui W (2016) A large-scale colluvial landslide caused by multiple factors: mechanism analysis and phased stabilization. Landslides 13(2):321–335

    Article  Google Scholar 

  • Sun HY, Pan P, Lü Q, Wei ZL, Xie W, Zhan W (2018) A case study of a rainfall-induced landslide involving weak interlayer and its treatment using the siphon drainage method. Bull Eng Geol Environ. https://doi.org/10.1007/s10064-018-1365-8

    Article  Google Scholar 

  • Utili S (2013) Investigation by limit analysis on the stability of slopes with cracks. Geotechnique 63(2):140–154

    Article  Google Scholar 

  • Utili S, Abd AH (2016) On the stability of fissured slopes subject to seismic action. Int J Numer Anal Methods Geomech 40(5):785–806

    Article  Google Scholar 

  • Van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44(5):892–898

    Article  Google Scholar 

  • Wang R, Zhang G, Zhang JM (2010) Centrifuge modelling of clay slope with montmorillonite weak layer under rainfall conditions. Appl Clay Sci 50(3):386–394

    Article  Google Scholar 

  • Wu LZ, Huang RQ, Xu Q, Zhang LM, Li HL (2015) Analysis of physical testing of rainfall-induced soil slope failures. Environ Earth Sci 73(12):8519–8531

    Article  Google Scholar 

  • Ye W, Ma FH (2018) Study on seepage characteristics of inclined wall dam after heavy drought. IOP Conf Ser: Earth Environ Sci 153(5). https://doi.org/10.1088/1755-1315/153/5/052032

    Article  Google Scholar 

  • Yuan JP, Lin YL, Ding P, Hang CL (2016) Influence of anisotropy induced by fissures on rainfall infiltration of slopes. Chin J Geotech Eng 38(1):76–82 (in Chinese)

    Google Scholar 

  • Zeng L, Bian HB, Shi ZN, He ZM (2017) Forming condition of transient saturated zone and its distribution in residual slope under rainfall conditions. J Cent South Univ 24(8):1866–1880

    Article  Google Scholar 

  • Zeng L, Liu J, Zhang JH, Bian HB, Lu WH (2018) Effect of colluvial soil slope fracture’s anisotropy characteristics on rainwater infiltration process. Adv Civ Eng. https://doi.org/10.1155/2018/7351628

    Google Scholar 

  • Zhang G, Wang R, Qian J, Zhang JM, Qian J (2012) Effect study of cracks on behavior of soil slope under rainfall conditions. Soils Found 52(4):634–643

    Article  Google Scholar 

  • Zhang J, Gu F, Zhang Y (2019a) Use of building-related construction and demolition wastes in highway embankment: Laboratory and field evaluations. J Clean Prod 230:1051–1060

    Article  Google Scholar 

  • Zhang J, Peng J, Zeng L, Li J, Li F (2019b) Rapid estimation of resilient modulus of subgrade soils using performance-related soil properties. Int J Pavement Eng. https://doi.org/10.1080/10298436.2019.1643022

  • Zhang JH, Peng JH, Zheng JL, Dai LL, Yao YS (2019c) Prediction of resilient modulus of compacted cohesive soils in South China. Int J Geomech. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001446

    Article  Google Scholar 

  • Zhao LH, Cheng X, Zhang Y, Li L, Li DJ (2016) Stability analysis of seismic slopes with cracks. Comput Geotech 77:77–90

    Article  Google Scholar 

  • Zhou YD, Cheuk CY, Tham LG (2009) Deformation and crack development of a nailed loose fill slope subjected to water infiltration. Landslides 6(4):299–308

    Article  Google Scholar 

Download references

Acknowledgments

This work was supported by the National Key Research and Development Program of China [No. 2017YFC0805307]; the National Natural Science Foundation of China [No. 51838001, No. 51878070, No. 51878078, No. 5181102194 and No. 51678074]; the Excellent Youth Foundation of Natural Science Foundation of Hunan Province [No. 2018JJ1026]; the Key Project of Education Department of Hunan Province [No. 17A008]; the Postgraduate Research and Innovation Project of Hunan Province [No. CX2018B528]; and the Open Fund of Engineering Research Center of Catastrophic Prophylaxis and Treatment of Road & Traffic Safety of Ministry of Education (Changsha University of Science & Technology) [No. kfj170404].

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jun-Hui Zhang.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Zeng, L., Xiao, LY., Zhang, JH. et al. Effect of the characteristics of surface cracks on the transient saturated zones in colluvial soil slopes during rainfall. Bull Eng Geol Environ 79, 699–709 (2020). https://doi.org/10.1007/s10064-019-01584-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10064-019-01584-1

Keywords

Navigation