CE8591 Foundation Engineering
CE8591 Foundation Engineering MCQ Multi Choice Questions, Lecture Notes, Books, Study Materials, Question Papers, Syllabus Part-A 2 marks with answers CE8591 Foundation Engineering MCQ Multi Choice Questions, Subjects Important Part-B 16 marks Questions, PDF Books, Question Bank with answers Key And MCQ Question & Answer, Unit Wise Important Question And Answers, One Mark Question With Answers, Choose The Best Answer.
Download link is provided for Students to download the Anna University CE8591 Foundation Engineering MCQ Multi Choice Questions, Lecture Notes, Books, Study Materials, Question Papers, Syllabus Part A 2 marks with answers & Part B 16 marks Question, Question Bank with answers, MCQ Question & Answer, Unit Wise Important Question And Answers, One Mark Question With Answers, Choose The Best Answer. All the materials are listed below for the students to make use of it and score good (maximum) marks with our study materials.
Subject Details
SEMESTER : | 05 |
SUBJECT CODE : | CE8591 |
SUBJECT NAME : | Foundation Engineering |
DEPARTMENT : | Civil Engineering |
YEAR : | Third Year (III Year) |
REGULATION : | 2017 |
CONTENT : | Syllabus, Lecture Notes, Important Part-A 2 Marks Questions and Important Part-B 16 Mark Questions, Previous Years Question Papers Collections and Question Banks. |
“CE8591 Foundation Engineering MCQ Multi Choice Questions”
“CE8591 Foundation Engineering Notes,Lecture Notes Previous Years Question Papers”
“CE8591 Foundation Engineering Important 16 marks Questions with Answers”
“CE8591 Foundation Engineering Important 2 marks Questions with Answers”
“CE8591 Foundation Engineering Important Part A & Part B Questions”
“CE8591 Foundation Engineering Syllabus, Local Author Books, Question Banks”
CE8591 Foundation Engineering MCQ Multi Choice Questions, Lecture Notes & Part-A & Part-B Important Questions with Answers
Syllabus
CE8591 Foundation Engineering
UNIT I SITE INVESTIGATION AND SELECTION OF FOUNDATION
Scope and objectives – Methods of exploration – Auguring and boring – Wash boring and rotary drilling – Depth and spacing of bore holes – Soil samples – Representative and undisturbed – Sampling methods – Split spoon sampler, Thin wall sampler, Stationary piston sampler – Penetration tests (SPT and SCPT) – Data interpretation – Strength parameters – Bore log report and Selection of foundation.
UNIT II SHALLOW FOUNDATION
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 – 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
Types of Isolated footing, Combined footing, Mat foundation – Contact pressure and settlement distribution – Proportioning of foundations for conventional rigid behaviour – Minimum thickness for rigid behaviour – Applications – Compensated foundation – Codal provision
UNIT IV PILE FOUNDATION
Types of piles and their functions – 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 – Cohesive – expansive – non expansive – Cohesionless soils – Codal provisions.
UNIT V RETAINING WALLS
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’s Graphical method – Pressure on the wall due to line load – Stability analysis of retaining walls – Codal provisions.
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CE8591 Foundation Engineering MCQ Collection
CE8591 MCQ Collection 01 – DOWNLOAD
CE8591 MCQ Collection 02 – DOWNLOAD
CE8591 Foundation Engineering Notes Collection
CE8591 Notes Collection 01 – DOWNLOAD
CE8591 Notes Collection 02 – DOWNLOAD
CE8591 Foundation Engineering Important Questions Collection
CE8591 IMPORTANT QUESTIONS – DOWNLOAD
CE8591 Foundation Engineering Question Papers Collection
CE8591 Last 5 Years Question Papers Collection – DOWNLOAD
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