Abstract
Dispersive soil features rapid disintegration characteristic while interacting with liquid water, which is attributed to the chief culprit for the failure of many earthen infrastructures worldwide. How to quickly identify such a problematic soil in the field relies on the prior knowledge of its failure mode. Take the seasonally frozen semiarid southwest Songnen Plain as investigation background, in this study, five typical failure modes on bare dispersive soil slope are sorted out, including soluble salt crystallization, rill erosion, relaxation tension fissure-associated collapse, subsurface suffosion, and gully erosion, and their formation and evolution features are analyzed. We figured that the silt-dominant soil composition governs the dispersity to a great extent, and the existence of high percentage of sodium ion contributes to reduce the cementation strength of clay particles to silt and sand particles in the presence of water. In addition, analyses indicate that rainfall is the direct trigger factor for failure, and fissures induced by freeze–thaw and dry–wet cycles speed up the water infiltration, enlarge the soil–water interaction surface, and aggravate the bare slope soil destruction in the final. Practices suggest that the adoption of water isolation measures or enhancing cementation strength between soil particles via mixing additives are core failure prevention principles of bare dispersive soil slope.
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References
Abbasi N, Farjad A, Sepehri S (2017) The use of nanoclay particles for stabilization of dispersive clayey soils. Geotech Geol Eng 36:327–335
Abbasi N, Nazifi MH (2013) Assessment and modification of Sherard chemical method for evaluation of dispersion potential of soils. Geotech Geol Eng 31:337–346
Abbaslou H, Hadifard H, Poorgohardi A (2016) Characterization of dispersive problematic soils and engineering improvements: a review. Comput Mater Civil Eng 1:65–83
Al Aqtash U, Bandini P (2015) Prediction of unsaturated shear strength of an adobe soil from the soil-water characteristic curve. Constr Build Mater 98:892–899
ASTM/D4221–18 (2018) Standard test method for dispersive characteristics of clay soil by double hydrometer. ASTM International, West Conshohocken, PA
Bell FG, Walker DJH (2000) A further examination of the nature of dispersive soils in Natal, South Africa. Q J Eng GeolHydrogeol 33:187–199
Carroll D (1959) Ion exchange in clays and other minerals. Bulletin of the Geological Society of America 70:749–779
Chapman DL (1913) LI. A contribution to the theory of electrocapillarity. Phil Mag 25:475–481
Consoli NC, Samaniego RAQ, Villalba NMK (2016) Durability, strength, and stiffness of dispersive clay–lime blends. J Mater Civ Eng 28:04016124
Fan H, Kong L (2013) Empirical equation for evaluating the dispersivity of cohesive soil. Can Geotech J 50:989–994
Fernando J (2010) Effect of water quality on the dispersive characteristics of soils found in the Morwell Area, Victoria, Australia. Geotech Geol Eng 28:835–850
Globa RS, Barbour SL (2001) A case history of shallow sloughing within cut slopes of an irrigation canal in salt-rich clayey colluvium. Can Geotech J 38:665–677
Goodarzi AR, Salimi M (2015) Stabilization treatment of a dispersive clayey soil using granulated blast furnace slag and basic oxygen furnace slag. Appl Clay Sci 108:61–69
Gouy M (1910) Sur la constitution de la charge électrique à la surface d’un électrolyte. J De Phys Théor Et Appl 9:457–468
Gutiérrez F, Desir G, Gutiérrez M (2003) Causes of the catastrophic failure of an earth dam built on gypsiferous alluvium and dispersive clays (Altorricón, Huesca Province, NE Spain). Environ Geol 43:842–851
Han Y et al (2018) Experiments on the initial freezing point of dispersive saline soil. Catena 171:681–690
Han Y et al (2020) Experimental study on the hydraulic conductivity of unsaturated dispersive soil with different salinities subjected to freeze-thaw. J Hydrol 583:124297
Hardie MA, Cotching WE, Zund PR (2007) Rehabilitation of field tunnel erosion using techniques developed for construction with dispersive soils. Aust J Soil Res 45:280–287
Hong Y-W, Sheng S-T (1984) Behavior of dispersive clay and its treatment practice in the west part of Heilongjiang. Chin J Geotech Eng 6:42–52
Hong Y-W, Sheng S-T (1987) Use of geotextiles in hydraulic works in Heilongjiang, China. Geotext Geomembr 6:315–318
Jegatheesan P, Sothilingam P, Arulrajah A, Disfani MM, Rajeev P (2015) Laboratory model test on contact erosion of dispersive soil beneath pavement layers. Geotech Test J 38:906–914
JTGE40 (2007) Test methods of soils for highway engineering. Ministry of Communications of the People’s Republic of China
Knapen A, Poesen J, Govers G, Gyssels G, Nachtergaele J (2007) Resistance of soils to concentrated flow erosion: a review. Earth Sci Rev 80:75–109
Lian Y et al (2010) Quantitative assessment of impacts of regional climate and human activities on saline-alkali land changes: a case study of Qian’an County, Jilin Province. Chin Geogra Sci 20:91–97
Liu D, She D, Shao G, Chen D (2015) Rainfall intensity and slope gradient effects on sediment losses and splash from a saline-sodic soil under coastal reclamation. Catena 128:54–62
Liu Y et al (2021) Utilization of bioethanol industry recycled waste for sustainable soil improvement: a win-win application. Eng Geol 289:106192
Liu Y et al (2020) Use of sulfur-free lignin as a novel soil additive: a multi-scale experimental investigation. Eng Geol 269:105551
Liu Y et al (2019) Experimental investigation of the geotechnical properties and microstructure of lime-stabilized saline soils under freeze-thaw cycling. Cold Reg Sci Technol 161:32–42
Maharaj A, van Rooy L, Paige-Green P (2015) Revised test protocols for the identification of dispersive soils. J S Afr Inst Civil Eng 57:31–37
Masoodi A, Majdzadeh Tabatabai MR, Noorzad A, Samadi A (2019) Riverbank stability under the influence of soil dispersion phenomenon. J Hydrol Eng 24:05019001
McDonald L, Stone P, Ingles O (1981) Practical treatments for dams in dispersive soils. Proc 10th Int Conf Soil Mech Found Eng pp 355–366
Mohanty S, Roy N, Singh SP, Sihag P (2019) Estimating the strength of stabilized dispersive soil with cement clinker and fly ash. Geotech Geol Eng 37:2915–2926
Nagy G, Nagy L, Kopecskó K (2016) Examination of the physico-chemical composition of dispersive soils. Period Polytech Civil Eng 60:269–279
Page KL, Dang YP, Dalal RC, Kopittke PM, Menzies NW (2021) The impact, identification and management of dispersive soils in rainfed cropping systems. Eur J Soil Sci 72:1655–1674
Parameswaran TG, Sivapullaiah PV (2017) Influence of sodium and lithium monovalent cations on dispersivity of clay soil. J Mater Civ Eng 29:04017042
Ramezanpour H, Esmaeilnejad L, Akbarzadeh A (2010) Influence of soil physical and mineralogical properties on erosion variations in Marlylands of Southern Guilan Province. Iran Int J Phys Sci 5:365–378
Rengasamy P, Greene R, Ford G, Mehanni A (1984) Identification of dispersive behaviour and the management of red-brown earths. Soil Res 22:413–431
Rengasamy P, Tavakkoli E, McDonald GK (2016) Exchangeable cations and clay dispersion: net dispersive charge, a new concept for dispersive soil. Eur J Soil Sci 67:659–665
Richards KS, Reddy KR (2007) Critical appraisal of piping phenomena in earth dams. Bull Eng Geol Env 66:381–402
Rui X, Nie L, Xu Y, Wang H (2019) Land degeneration due to water infiltration and sub-erosion: a case study of soil slope failure at the national geological park of Qian’an Mud Forest, China. Sustainability 11:4709
Savaş H, Türköz M, Seyrek E, Ünver E (2018) Comparison of the effect of using class C and F fly ash on the stabilization of dispersive soils. Arab J Geosci 11:612
Sherard JL (1986) Hydraulic fracturing in embankment dams. J Geotech Eng 112:905–927
Sherard JL, Decker RS, Ryker NL (1972) Piping in earth dams of dispersive clays. Proceedings, Specialty Conference on Performance of Earth and Earth-Supported Structures, ASCE 1:584–626
Sherard JL, Dunnigan LP, Decker RS (1976) Identification and nature of dispersive soils. J Geotech Geoenviron Eng 102:287–301
Shoghi H, Ghazavi M, Ganjian N (2017) The effects of chemical admixtures and physical factors on the treatment of dispersive soils. Arab J Geosci 10
SL237 (1999) Specification of soil test. Ministry of Water Resources of the People’s Republic of China
Turkoz M, Savas H, Acaz A, Tosun H (2014) The effect of magnesium chloride solution on the engineering properties of clay soil with expansive and dispersive characteristics. Appl Clay Sci 101:1–9
Vakili AH, Selamat MR, Mohajeri P, Moayedi H (2018) A critical review on filter design criteria for dispersive base soils. Geotech Geol Eng 36:1933–1951
Vakili AH et al (2017) Treatment of dispersive clay soil by ZELIAC. Geoderma 285:270–279
Wang L, Seki K, Miyazaki T, Ishihama Y (2009) The causes of soil alkalinization in the Songnen Plain of Northeast China. Paddy Water Environ, 7:259–270
Wang L, Yuan X, Wang M (2020) Landslide Failure Mechanisms of Dispersive Soil Slopes in Seasonally Frozen Regions. Adv Civil Eng 2020:8832933
Wei Y, Cai H, Wen Y, Yan J, Xiao J (2015) Reliability of analysis methods for identifying dispersive clays. J Test Eval 43:1523–1530
Wei Y, Wen Y, Cai H, Bian J (2007) Reliability analysis of identification test of dispersive clay. J China Inst Water Resour Hydropower Res 5:186–190
Zhan J et al (2019) Soil-engineering properties and failure mechanisms of shallow landslides in soft-rock materials. Catena 181:104093
Zhang L et al (2017) Genetic types and sedimentary model of sandbodies in a shallow-water delta: a case study of the first Member of Cretaceous Yaojia Formation in Qian’an area, south of Songliao Basin, NE China. Pet Explor Dev 44:770–779
Zhang X et al (2015) A study of soil dispersivity in Qian’an, western Jilin Province of China. Sci Cold Arid Reg 7:579–586
Zhang Z, Ma W, Feng W, Xiao D, Hou X (2016) Reconstruction of soil particle composition during freeze-thaw cycling: a review. Pedosphere 26:167–179
Zhao G et al (2015) Dispersion mechanism of soils revealed by grey system theory and verification tests. Chin J Geotech Eng 37:186–190
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We are grateful for the supports from the National Natural Science Foundation of China (No. 41820104001, No. 41627801) and Jilin Provincial Water Resources Department (No. 126002–2020-0001).
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Han, Y., Wang, Q., Niu, C. et al. Failure mode and genesis of bare dispersive soil slope in the cold dry region: insights from Southwest Songnen Plain, China. Bull Eng Geol Environ 81, 500 (2022). https://doi.org/10.1007/s10064-022-03006-1
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DOI: https://doi.org/10.1007/s10064-022-03006-1