Study and Remedy of Kotropi Landslide in Himachal Pradesh, India

Kanwar Y (2017) 46 killed as massive landslip buries vehicles in Himachal Pradesh. https://www.thehindu.com/news/national/other-states/many-killed-as-cloudburst-triggers-landslip-in-himachal-pradesh/article19485223.ece . Accessed 14 Aug 2017

Kumar J (2017) 46 dead as landslide buries two buses in Mandi, rescue ops to resume tomorrow https://www.tribuneindia.com/news/himachal/46-dead-as-landslide-buries-two-buses-in-mandi-rescue-ops-to-resume-tomorrow/451552.html . Accessed 14 Aug 2017

FSI Technical Manual (2014) Helical piles and anchors, hydraulically driven push piers, polyurethane injection, supplemental support systems, 2nd edn. Foundation Supportworks@ Inc, Omaha

Yang MZ, Drumm EC (2000) Numerical analysis of the load transfer and deformation in a soil nailed slope. In: Filz GM, Griffiths DV (eds) Numerical methods in geotechnical engineering. Proceedings of sessions of Geo-Denver 2000, Sponsored by the Geo-Institute of ASCE, Denver, Colorado, pp 102–115. https://doi.org/10.1061/40502(284)8

Geoguide 7 (2008) Guide to soil nail design and construction. Geotechnical Engineering Office, Civil Engineering and Development Department, The Government of the Hong Kong Special Administrative Region

Soga K, Alonso E, Yerro A, Kumar K, Bandara S (2015) Trends in large-deformation analysis of landslide mass movements with particular emphasis on the material point method. Géotechnique 66(3):248–273

Talukdar P, Bora R, Dey A (2018) Numerical investigation of hill slope instability due to seepage and anthropogenic activities. Indian Geotech J 48(3):585–594. https://doi.org/10.1007/s40098-017-0272-4

Singh VP, Babu GS (2010) 2D numerical simulations of soil nails walls. Geotech Geol Eng 28:299–309

Babu GS, Singh VP (2009) Simulation of soil nail structures using PLAXIS 2D. PLAXIS Bull 25:16–21

Tiwari G, Gali M (2017) Reliability analysis of a himalayan rock slope considering uncertainty in post peak strength parameters. Geotechnical Special Publication, pp 83–192

Shiu Y, Chang G (2006) Effects of inclination, length pattern and bending stiffness of soil nails on behavior of nailed structures GEO Report No. 197. Geotechnical Engineering Office, Hong Kong

Fan CC, Luo JH (2008) Numerical study on the optimum layout of soil nailed slopes. Comput Geotech 35(4):585–599

Deardorff D, Moeller M, Walt E (2010) Results of an instrumented helical soil nail wall. In: Earth retention conference, ASCE, pp 262–269

FHWA (2015) soil nail walls reference manual. Publication No. Federal Highway Administration (FHWA)—NHI-14-007, US Department of Transportation Federal Highway Administration

Sharma M, Samanta M, Sarkar S (2017) A laboratory study on pullout capacity of helical soil nail in cohesionless soil. Can Geotech J 54(10):1482–1495

ISRO (2015) Version-2 Kotropi landslide, Mandi district, Himachal Pradesh (a preliminary report) National remote sensing center, ISRO Hyderabad

Sassa K (1985) The mechanism of debris flows. In: Proceedings, 11th international conference on soil mechanics and foundation engineering, San Francisco, vol 1, pp 1173–1176

Hungr O, Leroueil S, Picarelli L (2013) The Varnes classification of landslide types, an update. Landslides 11:167–194

Sarkar R, Kurar R, Zangmo S, Dema UG, Subba SJ, Sharma DK (2017) Application of soil nailing for landslide mitigation in Bhutan: a case study at Sorchen Bypass. Electron J Geotech Eng 22(13):4963–4980

PH and HP State Unit, Chandigarh (2017) Report on preliminary assessment of the landslide, team of GSI office. https://employee.gsi.gov.in/cs/groups/public/documents/document/b3zp/mtyx/~edisp/dcport1gsigovi161798.pdf . Accessed 1 Nov 2017

IS: code 14680:1999 (1999) Landslide control guidelines. Bureau of Indian Standard (BIS), New Delhi

IS: 2720 – 4 (1985) Grain size analysis. Bureau of Indian Standard (BIS), New Delhi

IS: 2720 – 5 (1985) Atterberg limit test. Bureau of Indian Standard (BIS), New Delhi

IS: 2720 - 7 (1983) Methods of test for soils: determination of water content—dry density relation using light compaction. Bureau of Indian Standard (BIS), New Delhi

IS: 2720 - 11 (1991) Methods of test for soils: determination of shear strength parameters by unconsolidated undrained triaxial compression without measurement of pore water pressure. Bureau of Indian Standard (BIS), New Delhi

Hubble Power Systems Inc (2015) Screw nailing retention earth structures, design manual. CHANCE USA

AASHTO (2007) Standard method of test for determining water-soluble sulfate ion content in soil. Standard by American Association of State and Highway Transportation Officials, T 290–295

AASHTO (1994) Standard method of test for determining water-soluble chloride ion content in soil. Standard by American Association of State and Highway Transportation Officials, T 291

Rawat S, Gupta AK (2016) Analysis of nailed soil slope using limit equilibrium and finite element methods. Int J Geosynth Ground Eng 2(4):34

Snitbhan N, Chen WF (1978) Elastic–plastic large deformation analysis of soil slopes. Comput Struct 9(6):567–577. https://doi.org/10.1016/0045-7949(78)90006-8

Rawat S, Gupta AK (2017) Testing and modeling of screw nailed soil slopes. Indian Geotech J 48(1):52–71

Brinkgreve RBJ, Engin E, Swolfs WM (2012) Plaxis 2D 2012 Manual Plaxis bv, The Netherlands

Rawat S (2017) Testing and Modeling of soil–nailed slopes. Ph.D. Thesis, Jaypee University of Information Technology, Waknaghat, Solan, Himachal Pradesh, India

Kulczykawski MP, Jaraslaw K, Boguslaw (2017) Application of soil nailing technique for protection and preservation Historical building. IOP conference series: materials science & engineering, vol 245. https://doi.org/10.1088/1757-899X/245/2/022055