Structural mitigation for stabilizing rock slope failure at Peradeniya on Colombo- Kandy Main Road: geotechnical and constructional aspects

dc.contributor.authorPremathilaka, KKW
dc.contributor.authorMunasinghe, MPNJ
dc.contributor.authorKasthurirathna, KANS
dc.contributor.authorKumara, ALDP
dc.contributor.authorSenapathi, LR
dc.contributor.authorAbeysinghe, AMKB
dc.contributor.authorPremasiri, HMR
dc.contributor.authorChaminda, SP
dc.contributor.authorPuswewala, UGA
dc.contributor.authorWijewickrama, MIDH
dc.contributor.editorRatnayake, NP
dc.contributor.editorAbeysinghe, AMKB
dc.contributor.editorPremasiri, HMR
dc.contributor.editorKarunaratne, S
dc.date.accessioned2022-06-27T05:41:57Z
dc.date.available2022-06-27T05:41:57Z
dc.date.issued2010-09
dc.description.abstractRock slope failure at Kandy -Colombo highway near Peradeniya town has been identified as a major threat to the highway as well as the people and properties of the vicinity. This study proposes a permanent mitigation plan for the rock slope failures at this site. Study was initiated with the analysis of similar case studies and field studies on the site area and mitigation options. Two level surveys were carried out to collect topographical data for preparation of a 3D model of the slope. Material identification was done by using particle size analysis and plasticity tests; direct shear tests were carried out to determine the friction angle, cohesion and density of the material. Mitigation plan was designed according to the site conditions. The design was analysed for nine sections on the slope for its stability with the test results by using Geo-studio 2004 software. Reinforcements were proposed to improve the stability whenever needed. An appropriate drainage system was also designed having analysed the past rain fall data of the area. The proposed mitigation plan in this study is a highly stable, safe, trouble-free and economically feasible one, and that can be implemented on this site.en_US
dc.identifier.citationPremathilaka, K.K.W., Munasinghe, M.P.N.J., Kasthurirathna, K.A.N.S., Kumara, A.L.D.P., Senapathi, L.R., Abeysinghe, A.M.K.B., Premasiri, H.M.R., Chaminda, S.P., Puswewala, U.G.A., & Wijewickrama, M.I.D.H. (2010). Structural mitigation for stabilizing rock slope failure at Peradeniya on Colombo- Kandy Main Road: geotechnical and constructional aspects. In N. P. Ratnayake, A.M.K.B. Abeysinghe, H.M.R. Premasiri & S. Karunaratne (Eds.), Proceedings of the 5th Annual Conference on Earth Resources for National Development (pp. 41-44). Department of Earth Resources Engineering, University of Moratuwa.en_US
dc.identifier.conference5th Annual Conference on Earth Resources for National Developmenten_US
dc.identifier.departmentDepartment of Earth Resources Engineeringen_US
dc.identifier.emailamkb@uom.lken_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnospp. 41-44en_US
dc.identifier.placeKatubeddaen_US
dc.identifier.proceedingProceedings of the 5th Annual Conference on Earth Resources for National Developmenten_US
dc.identifier.urihttp://dl.lib.uom.lk/handle/123/18384
dc.identifier.year2010en_US
dc.language.isoenen_US
dc.publisherDepartment of Earth Resources Engineeringen_US
dc.subjectCohesionen_US
dc.subjectFactor of safetyen_US
dc.subjectFriction angleen_US
dc.subjectReinforcementsen_US
dc.titleStructural mitigation for stabilizing rock slope failure at Peradeniya on Colombo- Kandy Main Road: geotechnical and constructional aspectsen_US
dc.typeConference-Full-texten_US

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