CE6502 FE Question Papers
Anna University Regulation 2013 CIVIL CE6502 FE Question Papers for previous years are provided below. Previous Year Question Papers for CIVIL 5th SEM CE6502 FOUNDATION ENGINEERING are listed down for students to make perfect utilization and score maximum marks with our study materials.
Anna University Regulation 2013 Electrical and Electronics Engineering (CIVIL)
5th SEM CE6502 FE -FOUNDATION ENGINEERING Syllabus
Scope and objectives – Methods of exploration – auguring and boring – Wash boring and rotary drilling – Depth of boring – Spacing of bore hole – Sampling techniques – Representative and undisturbed sampling – methods – Split spoon sampler, Thin wall sampler, Stationery piston sampler – Penetration tests (SPT and SCPT) – Bore log report – Data interpretation – strength parameters and Liquefaction potential – Selection of foundation based on soil condition.
UNIT II SHALLOW FOUNDATION 9
Introduction – Location and depth of foundation – Codal provisions – bearing capacity of shallow foundation on homogeneous deposits – Terzaghi‟s formula and BIS formula – factors affecting bearing capacity – problems – Bearing capacity from in-situ tests (SPT, SCPT and plate load)Allowable bearing pressure – Seismic considerations in bearing capacity evaluation. Determination of Settlement of foundations on granular and clay deposits – Total and differential settlement – Allowable settlements – Codal provision – Methods of minimizing total and differential settlements.
UNIT III FOOTINGS AND RAFTS 9
Types of footings – Contact pressure distribution: Isolated footing – Combined footings – Types and proportioning – Mat foundation – Types and applications – Proportioning – Floating foundation – Seismic force consideration – Codal Provision.
UNIT IV PILE FOUNDATION 9
Types of piles and their function – Factors influencing the selection of pile – Carrying capacity of single pile in granular and cohesive soil – static formula – dynamic formulae (Engineering news and Hileys) – Capacity from insitu tests (SPT and SCPT) – Negative skin friction – uplift capacity- Group capacity by different methods (Feld‟s rule, Converse – Labarra formula and block failure criterion) – Settlement of pile groups – Interpretation of pile load test (routine test only) – Under reamed piles – Capacity under compression and uplift.
UNIT V RETAINING WALLS 9
Plastic equilibrium in soils – active and passive states – Rankine‟s theory – cohesionless and cohesive soil – Coulomb‟s wedge theory – Condition for critical failure plane – Earth pressure on retaining walls of simple configurations – Culmann Graphical method – pressure on the wall due to line load – Stability analysis of retaining walls.
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CE6502 FE question papers
Anna University 5th SEM CIVIL FE Question Papers with answers
CE6502 FOUNDATION ENGINEERING previous year question papers free download
Anna University CIVIL FE old question papers Regulation 2013
CE6502 Question Papers with answers, FE previous year question bank – CIVIL 5th Semester