Skip to main content
Log in

The processes and mechanisms of collapsing erosion for granite residual soil in southern China

  • Soils, Sec 5 • Soil and Landscape Ecology • Research Article
  • Published:
Journal of Soils and Sediments Aims and scope Submit manuscript

Abstract

Purpose

Collapsing erosion is a severe soil erosion phenomenon, which is widely distributed in the granite residual soil area of southern China. However, the collapsing erosion mechanism of granite residual soil remains obscure. To better understand the evolutionary process and characteristics of collapsing erosion due to rainfall, laboratory-scale experiments with varying slope angles were performed.

Materials and methods

Experiments of rainfall-induced collapsing erosion were conducted on a flume in which the slope angle could be manipulated. Experiments with model slopes composed of granite residual soil were preformed to observe and confirm the collapsing erosion process of slopes due to rainfall.

Results and discussion

Based on the experiments, collapsing erosion is closely linked to the slope angle under rainfall. The modes of collapsing erosion for flat slope and gentle slope are strip collapse and ladle collapse, respectively. When collapse occurs, the moisture content of the granite residual soil is between 30 and 40% which is less than the liquid limit of the granite residual soil 39.31%, and the steep slope that forms after the collapse can reach 80~90°.

Conclusions

The process of collapsing erosion in granite residual soil under rainfall can be grouped into four phases: (i) raindrop splashing; (ii) sheet erosion; (iii) gully erosion; (iv) collapsing. The collapsing erosion is affected by the slope angle. The contribution of collapsing erosion to soil loss is relatively high for the steep slope under rainfall, and the development of erosion increases with increasing slope angle.

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.

Institutional subscriptions

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

Similar content being viewed by others

References

  • Aksoy H et al (2012) A rainfall simulator for laboratory-scale assessment of rainfall-runoff-sediment transport processes over a two-dimensional flume. Catena 98:63–72

    Google Scholar 

  • Anderson SA, Sitar N (1995) Analysis of rainfall-induced debris flows. J Geotech Eng 121:544–552

    Google Scholar 

  • Bordoni M, Meisina C, Valentino R, Lu N, Bittelli M, Chersich S (2015) Hydrological factors affecting rainfall-induced shallow landslides: from the field monitoring to a simplified slope stability analysis. Eng Geol 193:19–37

    Google Scholar 

  • Chang DS, Zhang LM (2010) Simulation of the erosion process of landslide dams due to overtopping considering variations in soil erodibility along depth. Nat Hazard Earth Sys 10:933–946

    Google Scholar 

  • Chen H, Crosta GB, Lee CF (2006) Erosional effects on runout of fast landslides, debris flows and avalanches: a numerical investigation. Géotechnique 56:305–322

    Google Scholar 

  • Cho SE (2017) Prediction of shallow landslide by surficial stability analysis considering rainfall infiltration. Eng Geol 231:126–138

    Google Scholar 

  • Cuomo S, Sala MD (2013) Rainfall-induced infiltration, runoff and failure in steep unsaturated shallow soil deposits. Eng Geol 162:118–127

    Google Scholar 

  • Flanagan DC, Nearing MA (1995) USDA-Water Erosion Prediction Project hillslope profile and watershed model documentation USDA-ARS National Soil Erosion Research Laboratory: West Lafayette, IN, USA

  • Fox DM, Bryan RB (2000) The relationship of soil loss by interrill erosion to slope gradient. Catena 38:211–222

    Google Scholar 

  • Gatto LW (2000) Soil freeze–thaw-induced changes to a simulated rill: potential impacts on soil erosion. Geomorphology 32:147–160

    Google Scholar 

  • Hanson GJ, Robinson KM, Cook KR (1997) Headcut migration analysis of a compacted soil. T ASAE 40:355–361

    Google Scholar 

  • Hanson GJ, Cook KR, Hunt SL (2005) Physical modeling of overtopping erosion and breach formation of cohesive embankments. T ASAE 48:1783–1794

    Google Scholar 

  • Hu W, Xu Q, van Asch TWJ, Zhu X, Xu QQ (2014) Flume tests to study the initiation of huge debris flows after the Wenchuan earthquake in S-W China. Eng Geol 182:121–129

    Google Scholar 

  • Huang CC, Ju YJ, Lih-Kang H, Jin-Long L (2009) Internal soil moisture and piezometric responses to rainfall-induced shallow slope failures. J Hydrol 370:39–51

    Google Scholar 

  • Jiang F, Huang Y, Wang M, Lin J, Zhao G, Ge H (2014) Effects of rainfall intensity and slope gradient on steep colluvial deposit erosion in southeast China. Soil Sci Soc Am J 78:1741–1752

    CAS  Google Scholar 

  • Jomaa S, Barry DA, Brovelli A, Sander GC, Parlange JY, Heng BCP, Tromp-Van Meerveld HJ (2010) Effect of raindrop splash and transversal width on soil erosion: laboratory flume experiments and analysis with the Hairsine-Rose model. J Hydrol 395:117–132

    Google Scholar 

  • Kajdas B, Michalik MJ, Migoń P (2017) Mechanisms of granite alteration into grus, Karkonosze granite, SW Poland. Catena 150:230–245

    CAS  Google Scholar 

  • Kateb HE, Zhang H, Zhang P, Mosandl R (2013) Soil erosion and surface runoff on different vegetation covers and slope gradients: a field experiment in Southern Shaanxi Province, China. Catena 105:1–10

    Google Scholar 

  • Kinnell PIA (2000) The effect of slope length on sediment concentrations associated with side-slope erosion. Soil Sci Soc Am J 64:1004–1008

    CAS  Google Scholar 

  • Li WC, Lee LM, Cai H, Li HJ, Dai FC, Wang ML (2013) Combined roles of saturated permeability and rainfall characteristics on surficial failure of homogeneous soil slope. Eng Geol 153:105–113

    Google Scholar 

  • Liu W, Luo X, Fu M, Huang J (2016) Experiment and modeling of soil-water characteristic curve of unsaturated soil in collapsing erosion area. Pol J Environ Stud 25:2509–2517

    Google Scholar 

  • Liu X, Qiu J, Zhang D (2018) Characteristics of slope runoff and soil water content in benggang colluvium under simulated rainfall. J Soils Sediments 18:39–48

    Google Scholar 

  • Lourenço SDN, Sassa K, Fukuoka H (2006) Failure process and hydrologic response of a two layer physical model: implications for rainfall-induced landslides. Geomorphology 73:115–130

    Google Scholar 

  • Luk SH, Dicenzo PD, Liu XZ (1997a) Water and sediment yield from a small catchment in the hilly granitic region, South China. Catena 29:177–189

    Google Scholar 

  • Luk SH, Yao QY, Gao JQ, Zhang JQ, He YG, Huang SM (1997b) Environmental analysis of soil erosion in Guangdong Province: a Deqing case study. Catena 29:97–113

    Google Scholar 

  • Mahmoodabadi M, Sajjadi SA (2016) Effects of rain intensity, slope gradient and particle size distribution on the relative contributions of splash and wash loads to rain-induced erosion. Geomorphology 253:159–167

    Google Scholar 

  • Martínez-Murillo JF, Nadal-Romero E, Regüés D, Cerdà A, Poesen J (2013) Soil erosion and hydrology of the western Mediterranean badlands throughout rainfall simulation experiments: a review. Catena 106:101–112

    Google Scholar 

  • Marzen M, Iserloh T, de Lima JLMP, Fister W, Ries JB (2017) Impact of severe rain storms on soil erosion: experimental evaluation of wind-driven rain and its implications for natural hazard management. Sci Total Environ 590-591:502–513

    CAS  Google Scholar 

  • Min SK, Onda Y, Uchida T, Jin KK, Song YS (2018) Effect of seepage on shallow landslides in consideration of changes in topography: case study including an experimental sandy slope with artificial rainfall. Catena 161:50–62

    Google Scholar 

  • Nearing MA, Bradford JM, Parker SC (1991a) Soil detachment by shallow flow at low slopes. Soil Sci Soc Am J 55:351–357

    Google Scholar 

  • Nearing MA, Parker SC, Bradford JM, Elliot WJ (1991b) Tensile strength of thirty-three saturated repacked soils. Soil Sci Soc Am J 55:1546–1551

    Google Scholar 

  • Nearing MA, Simanton JR, Norton LD, Bulygin SJ, Stone J (1999) Soil erosion by surface water flow on a stony, semiarid hillslope. Earth Surf Process Landf 24:677–686

    Google Scholar 

  • Nie W, Huang RQ, Zhang QG, Xian W, Xu FL, Chen L (2015) Prediction of experimental rainfall-eroded soil area based on s-shaped growth curve model framework. Appl Sci 5:157–173

    Google Scholar 

  • Oh S, Lu N (2015) Slope stability analysis under unsaturated conditions: case studies of rainfall-induced failure of cut slopes. Eng Geol 184:96–103

    Google Scholar 

  • Padrones JT, Imai A, Takahashi R (2017) Geochemical behavior of rare earth elements in weathered granitic rocks in northern Palawan, Philippines. Resour Geol 67:231–253

    CAS  Google Scholar 

  • Poesen J, Nachtergaele J, Verstraeten G, Valentin C (2003) Gully erosion and environmental change: importance and research needs. Catena 50:91–133

    Google Scholar 

  • Römkens MJM, Prasad SN, Gerits JJP (1997) Soil erosion modes of sealing soils: a phenomenological study. Soil Technol 11:31–41

    Google Scholar 

  • Sang J, Allen P, Dunbar J, Hanson G (2015) Development of semi-physically based model to predict erosion rate of kaolinite clay under different moisture content. Can Geotech J 52:577–586

    Google Scholar 

  • Sasahara K (2017) Prediction of the shear deformation of a sandy model slope generated by rainfall based on the monitoring of the shear strain and the pore pressure in the slope. Eng Geol 224:75–86

    Google Scholar 

  • Schmidt J (2000) Soil erosion: application of physically based models Springer. Germany, Berlin

    Google Scholar 

  • Shen H, Zheng F, Wen L, Lu J, Jiang Y (2015) An experimental study of rill erosion and morphology. Geomorphology 231:193–201

    Google Scholar 

  • Shen P, Zhang LM, Chen HX, Gao L (2017) Role of vegetation restoration in mitigating hillslope erosion and debris flows. Eng Geol 216:122–133

    Google Scholar 

  • Sorbino G, Nicotera MV (2013) Unsaturated soil mechanics in rainfall-induced flow landslides. Eng Geol 165:105–132

    Google Scholar 

  • Springman SM, Thielen A, Kienzler P, Friedel S (2013) A long-term field study for the investigation of rainfall-induced landslides. Geotechnique 63:1177–1193

    Google Scholar 

  • Terajima T, Miyahira EI, Miyajima H, Ochiai H, Hattori K (2013) How hydrological factors initiate instability in a model sandy slope. Hydrol Process 28:5711–5724

    Google Scholar 

  • Vaezi AR, Ahmadi M, Cerdà A (2017) Contribution of raindrop impact to the change of soil physical properties and water erosion under semi-arid rainfalls. Sci Total Environ 583:382–392

    CAS  Google Scholar 

  • Vermang J, Norton LD, Huang C, Cornelis WM, Silva AMD, Gabriels D (2015) Characterization of soil surface roughness effects on runoff and soil erosion rates under simulated rainfall. Soil Sci Soc Am J 79:903–916

    CAS  Google Scholar 

  • Woodward DE (1999) Method to predict cropland ephemeral gully erosion. Catena 37:393–399

    Google Scholar 

  • Wu LZ, Zhou Y, Sun P, Shi JS, Liu GG, Bai LY (2017) Laboratory characterization of rainfall-induced loess slope failure. Catena 150:1–8

    Google Scholar 

  • Wu L, Zhang L, Xu Q (2018) Theoretical analysis and model test for rainfall induced shallow landslides in the red-bed area of Sichuan. B Eng Geol Environ 77:1343–1353

    Google Scholar 

  • Wu LZ, Deng H, Huang RQ, Zhang LM, Guo XG, Zhou Y (2019) Evolution of lakes created by landslide dams and the role of dam erosion: a case study of the Jiajun landslide on the Dadu River, China. Quat Int 503:41–50

    Google Scholar 

  • Xu J (1996) Benggang erosion: the influencing factors. Catena 27:249–263

    Google Scholar 

  • Xu J, Zeng G (1992) Benggang erosion in sub-tropical granite weathering crust geo-ecosystems: an example from Guangdong Province In: Walling DE et al (eds) Erosion, Debris Flows and Environment in Mountain Regions. IAHS Publ 209:455-463

  • Yang K-H, Uzuoka R, Thuo JN, Lin G-L, Nakai Y (2017) Coupled hydro-mechanical analysis of two unstable unsaturated slopes subject to rainfall infiltration. Eng Geol 216:13–30

    Google Scholar 

  • Zhang LM, Chang DS (2012) Seepage induced soil shear failure under complex stress states. In: Third International Workshop on Modern Trends in Geomechanics (IWMTG3). pp 93-95

  • Zhang LL, Zhang J, Zhang LM, Tang WH (2011) Stability analysis of rainfall-induced slope failure: a review. Geotech Eng 164:299–316

    Google Scholar 

  • Zhang X, Li P, Li ZB, Yu GQ, Li C (2018) Effects of precipitation and different distributions of grass strips on runoff and sediment in the loess convex hillslope. Catena 162:130–140

    Google Scholar 

  • Zhong B, Peng S, Zhang Q, Ma H, Cao S (2013) Using an ecological economics approach to support the restoration of collapsing gullies in southern China. Land Use Policy 32:119–124

    Google Scholar 

Download references

Funding

This research was financially supported by the National Natural Science Foundation of China (No. 51468041) and the Ph. D Programs Foundation of Ministry of Education of China (No. 20123601110001).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Weiping Liu.

Ethics declarations

Conflict of interest

The authors declare that they have no conflicts of interest.

Additional information

Responsible editor: Lu Zhang

Publisher’s note

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

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Liu, W., Song, X., Luo, J. et al. The processes and mechanisms of collapsing erosion for granite residual soil in southern China. J Soils Sediments 20, 992–1002 (2020). https://doi.org/10.1007/s11368-019-02467-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11368-019-02467-4

Keywords

Navigation