Abstract
National Highway (NH) 29 is a strategic highway of India that runs from Assam to Manipur, through Nagaland. This highway, also known as the Asian Highway 1 (AH 1), connects India to the Southeast Asian countries via Myanmar. A section of the highway, located near the capital city of Kohima, was damaged by major landslides on 1st August 2018. Another landslide occurred in the same area on 4th August 2019, which totally blocked vehicular movement for nearly a month. In both instances, the area received heavy rainfall intermittently for some days preceding slope failure. Geologically, the area is made up of highly jointed and fractured Disang rocks that are composed predominantly of shales intercalated with minor beds of siltstone, and some clay pockets indicating weathering of these rocks. The slide material comprises a mixture of loose debris of shales and saturated clays. A multi-parameter study involving geotechnical, kinematic and joint analyses, slope mass rating, resistivity surveys, and remote sensing using an Unmanned Aerial Vehicle (UAV) was carried out to determine the factors responsible for the two landslide events in this area. The study finds that the soils, with low values of unconfined compressive strength, are one of the major contributors to slope failure in the area. Slope stability analyses demarcate the slopes of the study area as partially stable to highly unstable. Kinematic and joint analyses indicate that the rocks are structurally weak due to the presence of joints, which make them susceptible to wedge failure. Analyses of joints and slickensides confirm complex deformation taking place in the area. The study of satellite imagery of the study area, coupled with field evidences, indicate that the area is crossed with faults. The presence of one such fault and two confined aquifers was validated by resistivity surveys, which explains the shearing of the rocks and high degree of weathering of the country rocks. The low shear strength of the soils and saturation of other slope materials due to heavy rainfall led to the two landslides events.
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Hungr O, Leroueil S, Picarelli L (2014) The Varnes classification of landslide types, an update. Landslides 11:167–194
Aier I, Singh MP, Thong GT, Ibotombi S (2012) Instability analyses of Merhülietsa slide, Kohima, Nagaland. Nat Hazards 60:1347–1363. https://doi.org/10.1007/s11069-011-9913-6
Aristizábal E, García E, Martínez C (2015) Susceptibility assessment of shallow landslides triggered by rainfall in tropical basins and mountainous terrains. Nat Hazards 78:621–634
Iadanza C, Trigila A, Napolitano F (2016) Identification and characterization of rainfall events responsible for triggering of debris flows and shallow landslides. J Hydrol. https://doi.org/10.1016/j.jhydrol.2016.01.018
Sun DM, Li XM, Feng P, Zong YG (2016) Stability analysis of unsaturated soil slope during rainfall infiltration using coupled liquid gas-solid three-phase model. Water Sci Eng 9:183–194. https://doi.org/10.1016/j.wse.2016.06.008
Li Y, Ma C, Wang Y (2017) Landslides and debris flows caused by an extreme rainstorm on 21 July 2012 in mountains near Beijing, China. Bull Eng Geol Environ 78:1265–1280
Hürlimann M, McArdell BW, Rickli C (2015) Field and laboratory analysis of the runout characteristics of hillslope debris flows in Switzerland. Geomorphology 232:20–32
Cignetti M, Godone D, Giordan D (2019) Shallow landslide susceptibility, Rupinaro catchment, Liguria (northwestern Italy). J Maps 15:333–345
Zhang G, Wang R, Qian JY (2012) Effect study of cracks on behavior of soil slope under rainfall conditions. Soils Found 52:634–643
Lehmann P, Gambazzi F, Suski B, Baron L, Askarinejad A, Springman SM, Holliger K, Or D (2013) Evolution of soil wetting patterns preceding a hydrologically induced landslide inferred from electrical resistivity survey and point measurements of volumetric water content and pore water pressure. Water Resour Res 49:7992–8004
Rukhaiyar S, Samadhiya NK (2018) Strength behavior of rocks under cyclic loading. Indian Geotech J 48:176–187. https://doi.org/10.1007/s40098-017-0238-6
Hermanns RL, Niedermann S, Villanueva Garcia A, Gomez JS, Strecker MR (2001) Neotectonics and catastrophic failure of mountain fronts in the southern intra-Andean Puna Plateau, Argentina. Geology 29:619–623
Jaboyedoff M, Crosta GB, Stead D (2011) Slope tectonics: A short introduction. In: Jaboyedoff, M. (Ed.) Slope Tectonics. Geological Society, London, Special Publications, 351: 1–10. https://doi.org/10.1144/SP351.1
Carlini M, Chelli A, Vescovi P, Artoni A, Clemenzi L, Tellini C, Torelli L (2016) Tectonic control on the development and distribution of large landslides in the Northern Apennines (Italy). Geomorphology 253:425–437
Agliardi F, Crosta GB, Frattini P, Malusà MG (2013) Giant non-catastrophic landslides and the long-term exhumation of the European Alps. Earth Planet Sci Lett 365:263–274. https://doi.org/10.1016/j.epsl.2013.01.030
Havenith HB, Torgoev A, Schlögel R, Braun A, Torgoev I, Ischuk A (2015) Tien Shan geohazards database: Landslide susceptibility analysis. Geomorphology 249:32–43. https://doi.org/10.1016/j.geomorph.2015.03.019
Ma D, Duan H, Liu J, Li X, Zhou Z (2019) The role of gangue on the mitigation of mining-induced hazards and environmental pollution: An experimental investigation. Sci Total Environ 664:436–448
Jamir I, Gupta V, Kumar V, Thong GT (2017) Evaluation of potential surface instability using finite element method in Kharsali Village, Yamuna Valley, Northwest Himalaya. J Mount Sci 14:1666–1676. https://doi.org/10.1007/s11629-017-4410-3
Jamir I, Gupta V, Thong GT, Kumar V (2019) Litho-tectonic and precipitation implications on landslides, Yamuna Valley, NW Himalaya. Phys Geog. https://doi.org/10.1080/02723646.2019.1672024
Ghose NC, Agrawal OP, Chatterjee N (2010) Geological and mineralogical study of eclogite and glaucophane schists in the Naga Hills Ophiolite, Northeast India. Island Arc 19:336–356
Morley CK, Naing TT, Searle M, Robinson SA (2020) Structural and tectonic development of the Indo-Burma ranges. Earth Sci Rev. https://doi.org/10.1016/j.earscirev.2019.102992
Imchen W, Thong GT, Pongen T (2014) Provenance, tectonic setting and age of the sediments of the Upper Disang formation in the Phek District Nagaland. J Asian Earth Sci. https://doi.org/10.1016/j.jseaes.2014.02.02788:11-27
Rangin C (2018) The Western Sunda Basins and the India/Asia collision: An Atlas. Geotecto Société Géologique de France
Nandy DR (1976) The Assam Syntaxis of the Himalaya: A re-evaluation. Semin Rec Geol Study Himal. Misc Publ, Geol Surv India 24:363–368
Verma RK (1985) Gravity field, seimicity, and tectonics of the Indian Peninsula and the Himalaya. Allied Publishers, New Delhi
Bhattacharjee CC (1991) The Ophiolites of Northeast India: a subduction zone Ophiolite Complex of Indo-Burman Orogenic Belt. Tectonophysics 191:213–222
Ghose NC, Agrawal OP, Srivastava SC (1987) Metamorphism of the ophiolite belt of Nagaland, NE India. Proceeding National Seminar Tertiary Orogeny, pp 189–213
Nandy DR (2000) Geodynamics of Northeastern India and the adjoining region. ACB Publications, Dehradun
Geological Survey of India (2011) Geology and Mineral resources of Manipur, Mizoram, Nagaland, and Tripura. Miscellaneous Publication, No 30, Part IV, Vol. 1 (Part-2)
Directorate of Geology & Mining, Nagaland (1978) Miscellaneous Publication, No 1
Roy RK, Kacker RN (1986) Cenozoic deformation pattern and mechanism in the Belt of Schuppen and their role in hydrocarbon accumulation: Further exploratory concepts for Assam-Arakan Basin. In: Ghose NC, Varadarajan S (eds) Ophiolites and Indian Plate Margin. Sumna Publishers, Patna, pp 197–221
Mathur LP, Evans P (1964) Oil in Inida. Int. Geol. Cong. (22nd session), N. Delhi
Yano K (2017) Soil erosion in Kohima district, Nagaland: A geographical analysis. Ph.D. thesis, Nagaland University
Aier I (2005) Landslides along the Kohima-Dimapur road: Their causes and possible remedial measures. PhD thesis, Nagaland University
Cruden DM, Varnes DJ (1996) Landslides types and processes. In: Turner AK, Schuster RL (eds) Landslides: investigation and mitigation, special report 247. Transportation Research Board, National Academy of Sciences, Washington, DC, pp 36–75
Dewitte O, Demoulin A (2005) Morphometry and kinematics of landslides inferred from precise DTMs in West Belgium. Nat Hazards Earth Syst Sci 5:259–265. https://doi.org/10.5194/nhess-5-259-2005
Jaboyedoff M, Dario C, Marc-Henri D, Thierry O, Ivanna Marina P, Bejamin R (2020) A review of methods used to estimate initial landslide failure surface depths and volumes. Eng Geol 267:105478. https://doi.org/10.1016/j.enggeo.2020.105478
Casagrande A (1948) Classification and identification of soils. Transaction. American Society of Civil Engineers (ASCE) 113:901–930
Romana M (1985) New adjustment ratings for application of Bieniawski classification to slopes. In proceedings of the international symposium on role of rock mechanics, Zacatecas, Mexico, pp. 49–53
Bieniawski ZT (1989) Engineering rock mass classifications: A complete manual for engineers and geologists in mining, civil, and petroleum engineering. John Wiley and Sons, New York
Palmström A (1982) The volumetric joint count - A useful simple measure of the degree of rock jointing. In 4th Congress, IAEG, Delhi, pp. 221–228
Singh TN, Kainthola A, Venkatesh A (2012) Correlation between point load index and uniaxial compressive strength for different rock types. Rock Mech Rock Eng 45:259–264
Kirschbaum DB, Stanley T (2018) Satellite-based assessment of rainfall-triggered landslide hazard for situational awareness. Earth’s Future 6:505–523. https://doi.org/10.1002/2017EF000715
Acker JG, Leptoukh G (2007) Online analysis enhances use of NASA earth science data. Eos Trans Am Geophys Union 88:14. https://doi.org/10.5067/GPM/IMERGDF/DAY/06 https://doi.org/10.1029/2007EO020003
Huffman GJ, Stocker EF, Bolvin DT, Nelkin EJ, Jackson Tan (2019) GPM IMERG final precipitation L3 1 day 0.1 degree x 0.1 degree V06. Savtchenko A, Greenbelt, MD (Ed.) Goddard Earth Sci Data Inf Serv Cent (GES DISC) (Accessed 24.03.2020).
Telford WM, Geldart LP, Sherrif RE (1990) Applied Geophysics, 2nd edn. Cambridge University Press
Dumbleton MS (1968) The classification and description of soil for engineering purpose. A suggested classification of the British System RRL report, LR 182, UK
Al-Homoud AS, Basma AA, Malkavi H, Al-Bashabshah MA (1995) Cyclic swelling behavior of clays. J Geotech Eng 121:562–565
Stanchi S, D’Amico M, Zanini E, Freppaz M (2015) Liquid and plastic limits of mountain soils as a function of the soil and horizon type. CATENA 135:114–121. https://doi.org/10.1016/j.catena.2015.07.021
Hobbs P, Jones L, Kirkham M, Gunn D, Entwisle D (2019) Shrinkage limit test results and interpretation for clay soils. Quart J Eng Geol Hydrol. https://doi.org/10.1144/qjegh2018-100
Guney Y, Sari D, Cetin M, Tuncan M (2007) Impact of cyclic wetting–drying on swelling behavior of lime-stabilized soil. Build Environ 42:681–688
Nowamooz H, Masrouri F (2008) Hydromechanical behaviour of an expansive bentonite-silt mixture in cyclic suction-controlled drying and wetting tests. Eng Geol 101:154–164. https://doi.org/10.1016/j.enggeo.2008.04.011
Das BM, Sobhan K (2018) Principles of Geotechnical Engineering, 9th edn. Cengage Learning, Boston, MA
Malizia JP, Shakoor A (2018) Effect of water content and density on strength and deformation behavior of clay soils. Eng Geol 244:125–131. https://doi.org/10.1016/j.enggeo.2018.07.028
Erguler ZA, Ulusay R (2009) Water-induced variations in mechanical properties of clay-bearing rocks. Int J Rock Mech Min Sci 46:355–370. https://doi.org/10.1016/j.ijrmms.2008.07.002
Pellet FL, Keshavarz M, Boulon M (2013) Influence of humidity conditions on shear strength of clay rock discontinuities. Eng Geol 157:33–38. https://doi.org/10.1016/j.enggeo.2013.02.002
Hoek E, Bray JW (1981) Rock slope engineering. Inst Min Metal, London
Schreurs G (2003) Fault development and interaction in distributed strike-slip shear zones: An experimental approach. Geological Society of London, Special Publication 210:35–52. https://doi.org/10.1144/GSL.SP.2003.210.01.03
Sahu VK, Gahalaut VK, Rajput S, Chadha RK, Laishram SS, Kumar A (2006) Crustal deformation in the Indo-Burmese region: Implications from the Myanmar and SE Asia GPS measurements. Curr Sci 90:1688–1692
Kumar A, Sanoujam M (2007) Landslide studies along the national highway (NH 39) in Manipur. Nat Hazards 40:603–614
Power WL, Tullis TE, Brown SR, Boitnott GN, Scholz CH (1987) Roughness of natural fault surfaces. Geophys Res Lett 14:29–32. https://doi.org/10.1029/GL014i001p00029
Aki K, Richards PG (2002) Quantitative seismology, 2nd edn. University Science Books, Mill Valley, California
Doblas M (1998) Slickenside kinematic indicators. Tectonophysics 295:187–197. https://doi.org/10.1016/S0040-1951(98)00120-6
Will T, Wilson CJ (1989) Experimentally produced slickenside lineations in pyrophyllitic clay. J Struct Geol 11:657–667. https://doi.org/10.1016/0191-8141(89)90002-3
Heidbach O, Rajabi M, Cui X, Fuchs K, Müller B, Reinecker J, Reiter K, Tingay M, Wenzel F, Xie F, Ziegler MO, Zoback ML, Zoback M (2018) The World Stress Map database release 2016: Crustal stress pattern across scales. Tectonophysics 744:484–498. https://doi.org/10.1016/j.tecto.2018.07.007
Lambe TW, Whitman RV (1979) Soil Mechanics. SI version. John Wiley & Sons, New York
Sultan AS, Santos FAM (2008) 1D and 3D resistivity inversions for geotechnical investigation. J Geophys Eng 5:1–11
Gouet DH, Meying A, Nkoungou HLE, Assembe SP, Nouck PN, Mbarga TN (2020) Typology of sounding curves and lithological 1D models of mineral prospecting and groundwater survey within crystalline basement rocks in the east of Cameroon (Central Africa) using electrical resistivity method and Koefoed computation method. Int J Geophys. https://doi.org/10.1155/2020/8630406
Atre SR, Carpenter PJ (2010) Identification of cross-valley faults in the Maynardville Limestone, Oak Ridge Reservation, Tennessee, using seismic refraction tomography. Environ Earth Sci 60:1245–1256
Siddiqui SH, Parizek RR (1971) Hydrogeologic factors influencing well yields in folded and faulted carbonate rocks in central Pennsylvania. Water Resour Res 7:1295–1312
Ammar AI, Kamal KA (2018) Resistivity method contribution in determining of fault zone and hydro-geophysical characteristics of carbonate aquifer, eastern desert. Egypt Appl Water Sci 8:1–27. https://doi.org/10.1007/s13201-017-0639-9
Susilo A, Sunaryo FF, Sarjiyana, (2018) Fault analysis in Pohgajih village, Blitar, Indonesia using resistivity method for hazard risk reduction. Int J GEOMATE 14:111–118
Lashari L, Kusumawardani R, Upomo TC, Supriyadi S, Mugiayulhaq A (2019) Application of 2D spatial imaging method for identification of fault lines and subsurface landslide at “Taman Unnes”, Semarang. Indonesia MATEC Web of Conferences 258:03005
Acknowledgements
The authors are very grateful to the Reviewers whose critical comments and valuable advice have tremendously enhanced the quality of this manuscript. The authors are also indebted to Dr. Ch. Mangi Khuman, Assistant Professor in Geology, Nagaland University for fruitful discussions, and to Mr. Diezevisie Nakhro and Mr. Notoka K., Research Scholars of the Geology Department for help in the field. The authors are very grateful to Dr. Supongtemjen for his immense contribution.
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C.N. Chang, M. Ezung, M. Apon, and T. Walling performed fieldwork. C.N. Chang, M. Ezung, M. Apon, T. Walling and G.T. Thong performed mapping and interpreted the results. C.N. Chang was responsible for geotechnical analyses. M. Apon was responsible for structural and kinematic analyses. M. Ezung was responsible for resistivity surveys and analyses. C.N. Chang, M. Ezung and M. Apon performed the literature survey. T. Walling was involved in the compilation.
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Nokendangba Chang, C., Ezung, M., Apon, M. et al. Assessment of Landslides Along NH 29 in the Kevüza Area, Kohima, Nagaland. Indian Geotech J 51, 841–860 (2021). https://doi.org/10.1007/s40098-021-00566-z
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DOI: https://doi.org/10.1007/s40098-021-00566-z