CE6502 Foundation Engineering (FE) question bank, Notes, Syllabus 2 marks with answers Part A Question Bank with answers Key, Important Part B Questions & CE6502 FE ANNA UNIVERSITY QUESTION PAPERS COLLECTIONS

Anna University CE6502 Foundation Engineering ( FE ) bank I Notes Syllabus 2 marks with answers Part A Question Bank with answers Key, Important Part B Questions & CE6502 FE ANNA UNIVERSITY QUESTION PAPERS COLLECTIONS 

5th Semester

Department of Civil Engineering

CE6502 Foundation Engineering

(Regulation 2013)

                            Anna University paper correction seems to be quite easy in such a way that if  you have a correct answer with correct key words you can easily score good grades. In order to help students, Civildatas provides 2 marks 16 marks questions with key answers for 5^th  Semester CIVIL Students. Students can download the CIVIL question Bank with answers and can make use of it.

                         Anna University CE6502 Foundation Engineering ( FE ) I Syllabus Notes 2 marks with answer is provided below. CE 6502 Notes Syllabus all 5 units notes are uploaded here. here CE6502 FE Syllabus notes download link is provided and students can download the CE6502 Syllabus and Lecture Notes and can make use of it.

Semester : 05

Department : Civil

Year : Third Year (III Year)

Regulation : 2013

Subject Code : CE6502

Subject Name : Foundation Engineering

Collections : Nov December 2010, Nov December 2011,May June 2012, Nov December 2012, Nov December 2013, May June 2014 , Nov December 2014, Nov December 2015

CE6502      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 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                                                                                    

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                                                                                      

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                                                                                              

 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                                                                                               

  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.

Click below link to download the Previous Question papers

• CE6502 Foundation Engineering- Nov December 2009 Question Paper: Download
• CE6502 Foundation Engineering- Nov December 2011 Question Paper: Download
• CE6502 Foundation Engineering- May June 2012 Question Paper: Download

• CE6502 Foundation Engineering- May June 2013 Question Paper: Download
• CE6502 Foundation Engineering- May June 2014 Question Paper: Download 
• CE6502 Foundation Engineering- May June 2015 Question Paper: Download
• CE6502 Foundation Engineering- Nov December 2015 Question Paper: Download
  
  
  Click below link to download the FE Question Bank

• CE6502 Foundation Engineering- Question Bank : Download

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