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DESIGN OF PRESTRESSED CABLE ANCHORS FOR STABILIZATION OF HIMALAYAN SLOPES

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dc.contributor.author Gupta, Sanjeev
dc.date.accessioned 2014-10-08T13:41:38Z
dc.date.available 2014-10-08T13:41:38Z
dc.date.issued 2006
dc.identifier M.Tech en_US
dc.identifier.uri http://hdl.handle.net/123456789/5232
dc.guide Chauhan, Gopal
dc.guide Asthana, B. N.
dc.description.abstract The assessment of stability of slopes particularly in the geologically poor environment for the safety of important and major projects needs careful attention. The adopted measures should be capable to resist the destabilizing forces and compatible with the life of adjoining structure. Stabilization methods viz, wire crates or constructing retaining walls/ breast walls with drainage arrangement, rock bolts etc. are adequate for small slopes but are insufficient to cope up large de-stabilizing forces of unstable slopes. Further, the excavations needed in adverse jointing pattern system for founding some important structures (e.g. dam, power intake, power house etc.) may require extensive stabilization measures. The prestressed anchors plays vital role to resist the de-stabilization forces of sufficiently large magnitude. The details covering design principles, selection of particular type of anchor, load transference mechanism, adoption of bond stresses, corrosion protection measures and stressing of anchors alongwith three case studies have been discussed in this study.... en_US
dc.language.iso en en_US
dc.subject WATER RESOURCES DEVELOPMENT AND MANAGEMENT en_US
dc.subject PRESTRESSED CABLE ANCHORS en_US
dc.subject HIMALAYAN SLOPES en_US
dc.subject DRAINAGE ARRANGEMENT en_US
dc.title DESIGN OF PRESTRESSED CABLE ANCHORS FOR STABILIZATION OF HIMALAYAN SLOPES en_US
dc.type M.Tech Dessertation en_US
dc.accession.number G12940 en_US


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