Abstract
Long-term agricultural irrigation on the top of the loess tableland will cause the toe of the slope to be eroded by seepage, which will induce repeated landslides. The coupled filter pipe and siphon drainage method (F&S method) is a new drainage method that combines existing methods and materials to focus on the mechanism by which seepage erosion occurs at the toe of the loess slope. The method was tested in the laboratory and the Heifangtai landslide group in Gansu Province, China. By testing the filtered water that was siphoned out during the tests and assessing the geomorphological changes after the field test, it was apparent that the F&S method effectively prevented the loess slope toe from being eroded and transported by the seeping groundwater. The drainage data and monitoring the groundwater level showed that the F&S method has a sensitive response capability and can automatically control the level of the groundwater. The results of the experiment with the physical model indicated the range of the influence of the F&S method on the loess, and this information, combined with the results of the field test, can be used to optimize the layout of F&S devices. The research showed that, compared with the methods that commonly are used to treat loess landslides, the F&S method has the advantages of strong pertinence, quick effect, simplicity, and low cost. This method is suitable for additional applications in loess areas.
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Change history
17 March 2021
A Correction to this paper has been published: https://doi.org/10.1007/s10064-021-02204-7
References
Bendahmane F, Marot D, Alexis A (2008) Experimental parametric study of suffusion and backward erosion. J Geotech Geoenviron 134(1):57–67. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:1(57)
Bogaard TA, Guglielmi Y, Marc V, Emblanch C, Bertrand C, Mudry J-N (2007) Hydrogeochemistry in landslide research: a review. Bull Soc Geol Fr 178(2):113–126. https://doi.org/10.2113/gssgfbull.178.2.113
Cai YL, Sun HY, Shang YQ, Xiong XL (2014) An investigation of flow characteristics in slope siphon drains. J Zhejiang Univ-Sci A 15(1):22–30. https://doi.org/10.1631/jzus.A1300178
Cai YL, Sun HY, Shang YQWZJ (2015) Air accumulation in high-lift siphon hoses under the influence of air dissolution and diffusion. J Zhejiang Univ-Sci A 16(9):760–768. https://doi.org/10.1631/jzus.A1400358
Chang DS, Zhang LM (2013) Critical hydraulic gradients of internal erosion under complex stress states. J Geotech Geoenviron 139(9):1454–1467. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000871
Choi SK, Lee JM, Kwon TH (2018) Effect of slit-type barrier on characteristics of water-dominant debris flows: small-scale physical modeling. Landslides 15(1):111–122. https://doi.org/10.1007/s10346-017-0853-4
Crosta G, di Prisco C (1999) On slope instability induced by seepage erosion. Can Geotech J 36(6):1056–1073. https://doi.org/10.1139/t99-062
Fan XM, Xu Q, Scaringi G, Li S, Peng DL (2017) A chemo-mechanical insight into the failure mechanism of frequently occurred landslides in the Loess Plateau, Gansu Province, China. Eng Geol 228(13):337–345. https://doi.org/10.1016/j.enggeo.2017.09.003
Gonzalez-Ollauri A, Mickovski SB (2017) Hydrological effect of vegetation against rainfall-induced landslides. J Hydrol 549:374–387. https://doi.org/10.1016/j.jhydrol.2017.04.014
Gu TF, Zhang MS, Wang JD, Wang CX, Xu YJ, Wang X (2019) The effect of irrigation on slope stability in the Heifangtai Platform, Gansu Province, China. Eng Geol 248:346–356. https://doi.org/10.1016/j.enggeo.2018.10.026
Guglielmi Y, Bertrand C, Compagnon F, Follacci JP, Mudry J (2000) Acquisition of water chemistry in a mobile fissured basement massif: its role in the hydrogeological knowledge of the La Clapière landslide (Mercantour massif, southern Alps, France). J Hydrol 229(3-4):138–148. https://doi.org/10.1016/S0022-1694(00)00166-9
Gui MW, Wu YM (2014) Failure of soil under water infltration condition. Eng Geol 181:124–141. https://doi.org/10.1016/j.enggeo.2014.07.005
Guo P, Meng XM, Li YJ, Chen G, Zeng RQ, Qiao L (2015) Effect of large dams and irrigation in the upper reaches of the Yellow River of China, and the geohazards burden. Proc Geol Assoc 126(3):367–376. https://doi.org/10.1016/j.pgeola.2015.03.009
Hou XK, Vanapalli SK, Li TL (2018) Water infiltration characteristics in loess associated with irrigation activities and its influence on the slope stability in Heifangtai loess highland. China. Eng Geol 234:27–37. https://doi.org/10.1016/j.enggeo.2017.12.020
Jiang MJ, Zhang FG, Hu HJ, Cui YJ, Peng JB (2014) Structural characterization of natural loess and remolded loess under triaxial tests. Eng Geol 181:249–260. https://doi.org/10.1016/j.enggeo.2014.07.021
Kenney TC, Lau D (1985) Internal stability of granular filters. Can Geotech J 22(2):215–225. https://doi.org/10.1139/t85-029
Liu GB, Wang B, Wei W, Cai JJ, Chen YM, Bi HX, Liu GQ, Wei AZ (2016) Technique and demonstration of water and soil loss comprehensive harness on the Loess Plateau. Acta Ecol Sin 36(22):7074–7077. https://doi.org/10.5846/stxb201610252172
Mrvík O, Bomont S (2012) Experience with treatment of road structure landslides by innovative methods of deep drainage. WIT Transactions on Engineering Sciences: Monitoring, Simulation, Prevention and Remediation of Dense and Debris Flows III 67: 113-124. doi:https://doi.org/10.2495/DEB100101
Pan P, Shang YQ, Lü Q, Yu Y (2017) Periodic recurrence and scale-expansion mechanism of loess landslides caused by groundwater seepage and erosion. Bull Eng Geol Environ 78:1143–1155. https://doi.org/10.1007/s10064-017-1090-8
Peng DL, Xu Q, Liu FZ, He YS, Zhang S, Qi X, Zhao KT, Zhang XL (2018c) Distribution and failure modes of the landslides in Heitai terrace, China. Eng Geol 236:97–110. https://doi.org/10.1016/j.enggeo.2017.09.016
Peng DL, Xu Q, Zhang XL, Xing HL, Zhang S, Kang K, Qi X, Ju YZ, Zhao KY (2019) Hydrological response of loess slopes with reference to widespread landslide events in the Heifangtai terrace, NW China. J Asian Earth Sci 171:259–276. https://doi.org/10.1016/j.jseaes.2018.12.003
Peng JB, Lin HC, Wang QY, Zhuang JQ, Cheng YX, Zhu XH (2014) The critical issues and creative concepts in mitigation research of loess geological hazards. J Eng Geol 22(4):684–691. https://doi.org/10.13544/j.cnki.jeg.2014.04.014
Peng JB, Zhuang JQ, Wang GH, Dai FC, Zhang FY, Huang WL, Xu Q (2018a) Liquefaction of loess landslides as a consequence of irrigation. Q J Eng Geol Hydrogeol 51:330–337. https://doi.org/10.1144/qjegh2017-098
Peng JB, Sun P, Igwe O, Li XA (2018b) Loess caves, a special kind of geo-hazard on Loess Plateau, northwestern China. Eng Geol 236:79–88. https://doi.org/10.1016/j.enggeo.2017.08.012
Qi X, Xu Q, Liu FZ (2018) Analysis of retrogressive loess flowslides in Heifangtai, China. Eng Geol 226:119–128. https://doi.org/10.1016/j.enggeo.2017.08.028
Shang YQ, Cai YL, Wei ZL, Pan P (2015) Siphon drainage method for landslide prevention. J Eng Geol 23(4):706–711. https://doi.org/10.13544/j.cnki.jeg.2015.04.018
Sun HY, Xiong XL, Shang YQ, Cai YL (2014) Pipe air accumulation causes and its control metod in slope siphon drainage. J Jilin Univ (Earth Sci Ed) 44(1):278–284. https://doi.org/10.13278/j.cnki.jjuese.201401205
Verachtert E, Van Den Eeckhaut M, Poesen J, Deckers J (2010) Factors controlling the spatial distribution of soil piping erosion on loess-derived soils: a case study from central Belgium. Geomorphology 118:339–348. https://doi.org/10.1016/j.geomorph.2010.02.001
Wang JD, Li P, Ma Y, Li TL (2018) Influence of irrigation method on the infiltration in loess: field study in the loess plateau. Desalin Water Treat 110(APR.):298–307. https://doi.org/10.5004/dwt.2018.22329
Wang JD, Li P, Ma Y, Vanapalli SK, Wang XG (2020) Change in pore-size distribution of collapsible loess due to loading and inundating. Acta Geotech 15(5):1081–1094. https://doi.org/10.1007/s11440-019-00815-9
Wang JJ, Liang Y, Zhang HP (2014) A loess landslide induced by excavation and rainfall. Landslides 11(1):141–152. https://doi.org/10.1007/s10346-013-0418-0
Wen BP, He L (2012) Influence of lixiviation by irrigation water on residual shear strength of weathered red mudstone in Northwest China: Implication for its role in landslides' reactivation. Eng Geol 151:56–63. https://doi.org/10.1016/j.enggeo.2012.08.005
Xu L, Dai FC, Tham LG, Tu XB, Min H, Zhou YF (2011) Field testing of irrigation effects on the stability of a cliff edge in loess, north-west china. Eng Geol 120(1-4):10–17. https://doi.org/10.1016/j.enggeo.2011.03.007
Xu L, Dai FC, Tu XB, Javed I, Woodard MJ, Jin YL, Tham LG (2013) Occurrence of landsliding on slopes where flowsliding had previously occurred: an investigation in a loess platform, North-west China. Catena 104(5):195–209. https://doi.org/10.1016/j.catena.2012.11.010
Xu L, Dai FC, Tu XB, Tham LG, Zhou YF, Iqbal J (2014) Landslides in a loess platform, North-West China. Landslides 11(6):993–1005. https://doi.org/10.1007/s10346-013-0445-x
Xu L, Coop MR (2017) The mechanics of a saturated silty loess with a transitional mode. Geotechnique 67:581–596. https://doi.org/10.1680/jgeot.16.P.128
Xu L, Coop MR, Zhang M, Wang G (2018) The mechanics of a saturated silty loess and implications for landslides. Eng Geol 236:29–42. https://doi.org/10.1016/j.enggeo.2017.02.021
Zeng RQ, Meng XM, Zhang FY, Wang S, Cui J, Zhang MS, Zhang Y, Chen G (2016) Characterizing hydrological processes on loess slopes using electrical resistivity tomography. J Hydrol 541(B):742–753. https://doi.org/10.1016/j.jhydrol.2016.07.033
Zhang DF, Wang JD, Chen CL, Wang SH (2020) The compression and collapse behaviour of intact loess in suction- monitored triaxial apparatus. Acta Geotech 15(2):529–548. https://doi.org/10.1007/s11440-019-00829-3
Zhang DX, Wang GH, Luo CY, Chen J, Zhou YX (2009) A rapid loess flowslide triggered by irrigation in China. Landslides 6(1):55–60. https://doi.org/10.1007/s10346-008-0135-2
Zhang FY, Wang GH, Kamai T, Chen WW, Zhang DX, Yang J (2013) Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution. Eng Geol 155(6):69–79. https://doi.org/10.1016/j.enggeo.2012.12.018
Zhang FY, Wang GH (2018) Effect of irrigation-induced densifcation on the post-failure behavior of loess flowslides occurring on the Heifangtai area, Gansu, China. Eng Geol 236:111–118. https://doi.org/10.1016/j.enggeo.2017.07.010
Zhang M, Liu J (2010) Controlling factors of loess landslides in western China. Environ Earth Sci 59(8):1671–1680. https://doi.org/10.1007/s12665-009-0149-7
Zhou F, Xu Q, Liu HX, Wang L (2016) An experimental study of dynamic response characteristics of slope with horizontal weak interlayer under earthquake. Rock Soil Mech 37(1):133–139. https://doi.org/10.16285/j.rsm.2016.01.016
Zhou GGD, Hu HS, Song D, Zhao T, Chen XQ (2019) Experimental study on the regulation function of slit dam against debris flows. Landslides 16:75–90. https://doi.org/10.1007/s10346-018-1065-2
Zhou YD, Cheuk CY, Tham LG (2009) Deformation and crack development of a nailed loose fill slope subjected to water infltration. Landslides 6(4):299–308. https://doi.org/10.1007/s10346-009-0162-7
Zhuang JQ, Peng JB (2014) A coupled slope cutting—a prolonged rainfall-induced loess landslide: a 17 October 2011 case study. Bull Eng Geol Environ 73(4):997–1011. https://doi.org/10.1007/s10064-014-0645-1
Zhuang JQ, Cui P, Hu KH, Chen XQ (2015) Fine particle size moving and it’s effective on debris flow initiation. Mt Res 33(6):713–720. https://doi.org/10.16089/j.cnki.1008-2786.000086
Zhuang JQ, Peng JQ, Wang GH, Javed I, Wang Y, Li W (2018) Distribution and characteristics of landslide in Loess Plateau: a case study in Shaanxi province. Eng Geol 236:89–96. https://doi.org/10.1016/j.enggeo.2017.03.001
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The authors acknowledge the financial support of the National Key R&D Program of China (Project no. 2018YFC1504704).
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The original online version of this article was revised: Originally, the author’s Acknowledgement was missing. The statement is presented here.
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The authors acknowledge the financial support of the National Key R&D Program of China (Project no. 2018YFC1504704).
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Chen, Z., Shuai, F., Cao, C. et al. A new method to prevent seepage erosion of loess slope toe using the combination of filter pipe and siphon drainage. Bull Eng Geol Environ 80, 4171–4190 (2021). https://doi.org/10.1007/s10064-021-02182-w
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DOI: https://doi.org/10.1007/s10064-021-02182-w