CVL321: Difference between revisions
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| credits = 4 | | credits = 4 | ||
| credit_structure = 3-1-0 | | credit_structure = 3-1-0 | ||
| pre_requisites = CVL222 | | pre_requisites = [[CVL222]] | ||
| overlaps = | | overlaps = | ||
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== CVL321 : Geotechnical Engineering == | == CVL321 : Geotechnical Engineering == | ||
Foundations: types, selection and design considerations; Bearing capacity of shallow foundations: Terzaghi theory, factors affecting; Bearing capacity of deep foundations: single pile analysis, pile tests, pile driving formula, group capacity, introduction to laterally loaded piles; Settlement of shallow and deep foundations: stress distribution, immediate and consolidation settlements; Slope stability analysis: infinite slopes, method of slices, Swedish circle method; Earth dams: types and design aspects; Earth pressure analysis: Rankine and Coulomb methods; Earth retaining structures: types, design aspects, underground structures; Earthquake geotechnics: evaluation of liquefaction potential, seismic slope stability, seismic bearing capacity; Machine foundations: types, analysis, design procedure; Ground improvement techniques: types, deep stabilization, anchorage, grouting; Geosynthetics: types, functions, properties; reinforced soil walls; Geoenvironment: Landfills - types, liner, cover, stability; Ash ponds - stage raising, design aspects. CVp321 Geotechnical Engineering Lab 1 Credit (0-0-2) Pre-requisite(s): | Foundations: types, selection and design considerations; Bearing capacity of shallow foundations: Terzaghi theory, factors affecting; Bearing capacity of deep foundations: single pile analysis, pile tests, pile driving formula, group capacity, introduction to laterally loaded piles; Settlement of shallow and deep foundations: stress distribution, immediate and consolidation settlements; Slope stability analysis: infinite slopes, method of slices, Swedish circle method; Earth dams: types and design aspects; Earth pressure analysis: Rankine and Coulomb methods; Earth retaining structures: types, design aspects, underground structures; Earthquake geotechnics: evaluation of liquefaction potential, seismic slope stability, seismic bearing capacity; Machine foundations: types, analysis, design procedure; Ground improvement techniques: types, deep stabilization, anchorage, grouting; Geosynthetics: types, functions, properties; reinforced soil walls; Geoenvironment: Landfills - types, liner, cover, stability; Ash ponds - stage raising, design aspects. [[CVp321]] Geotechnical Engineering Lab 1 Credit (0-0-2) Pre-requisite(s): | ||
Latest revision as of 16:27, 14 April 2026
| CVL321 | |
|---|---|
| Geotechnical Engineering | |
| Credits | 4 |
| Structure | 3-1-0 |
| Pre-requisites | CVL222 |
| Overlaps | |
CVL321 : Geotechnical Engineering
Foundations: types, selection and design considerations; Bearing capacity of shallow foundations: Terzaghi theory, factors affecting; Bearing capacity of deep foundations: single pile analysis, pile tests, pile driving formula, group capacity, introduction to laterally loaded piles; Settlement of shallow and deep foundations: stress distribution, immediate and consolidation settlements; Slope stability analysis: infinite slopes, method of slices, Swedish circle method; Earth dams: types and design aspects; Earth pressure analysis: Rankine and Coulomb methods; Earth retaining structures: types, design aspects, underground structures; Earthquake geotechnics: evaluation of liquefaction potential, seismic slope stability, seismic bearing capacity; Machine foundations: types, analysis, design procedure; Ground improvement techniques: types, deep stabilization, anchorage, grouting; Geosynthetics: types, functions, properties; reinforced soil walls; Geoenvironment: Landfills - types, liner, cover, stability; Ash ponds - stage raising, design aspects. CVp321 Geotechnical Engineering Lab 1 Credit (0-0-2) Pre-requisite(s):