CVL435: Difference between revisions
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| credits = 2 | | credits = 2 | ||
| credit_structure = 2-0-0 | | credit_structure = 2-0-0 | ||
| pre_requisites = CVL321 | | pre_requisites = [[CVL321]] | ||
| overlaps = CVL713 | | overlaps = [[CVL713]] | ||
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== CVL435 : Underground Structures == | == CVL435 : Underground Structures == | ||
Types and classification of underground structures, Functional aspects, Sizes and shapes, Support systems, Design methodology. Stresses-deformation analysis of openings (circular, elliptical, spherical, ellipsoidal) using analytical and numerical methods. Design of underground structures using analytical methods, empirical methods and observational methods, Rock support interaction analysis, NATM Hydraulic tunnels, Shafts, Tunnel portals, Metro tunnels. | Types and classification of underground structures, Functional aspects, Sizes and shapes, Support systems, Design methodology. Stresses-deformation analysis of openings (circular, elliptical, spherical, ellipsoidal) using analytical and numerical methods. Design of underground structures using analytical methods, empirical methods and observational methods, Rock support interaction analysis, NATM Hydraulic tunnels, Shafts, Tunnel portals, Metro tunnels. | ||
Latest revision as of 16:28, 14 April 2026
| CVL435 | |
|---|---|
| Underground Structures | |
| Credits | 2 |
| Structure | 2-0-0 |
| Pre-requisites | CVL321 |
| Overlaps | CVL713 |
CVL435 : Underground Structures
Types and classification of underground structures, Functional aspects, Sizes and shapes, Support systems, Design methodology. Stresses-deformation analysis of openings (circular, elliptical, spherical, ellipsoidal) using analytical and numerical methods. Design of underground structures using analytical methods, empirical methods and observational methods, Rock support interaction analysis, NATM Hydraulic tunnels, Shafts, Tunnel portals, Metro tunnels.