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FOUNDATION ENGINEERING Important Questions CE6502 Regulation 2013 Anna University

FOUNDATION ENGINEERING Important Questions CE6502

FOUNDATION ENGINEERING Important Questions CE6502 Regulation 2013 Anna University free download. CE6502 Important Questions pdf free download.

Sample FOUNDATION ENGINEERING Important Questions CE6502 :

1.DEFINE END BEARING PILE

End bearing piles are used to transfer load through water or soft soil to a suitable bearing stratum. The end bearing pile is driven through poor soil strata and rests on a firm incompressible stratum such as rock, developing the bearing pressure of its base and passing it to that firm stratum.

2. Define group efficiency of pile.

The ratio of resting capacity of a pile group to the sum of individual capacities of piles in the group is termed as group efficiency.
Group efficiency

3. List out the type of pile based on material used? (FOUNDATION ENGINEERING Important Questions)

 Timber pile,
 Concrete pile,
 Steel pile,
 Composite pile

4. How is the selection of pile carried out?

The selection of the type, length and capacity is usually made from estimation based on the soil condition and magnitude of the load.

5. What is mean by group settlement ratio? (FOUNDATION ENGINEERING Important Questions)

The settlement of pile group is found to be many times that of a single pile. The ratio of the settlement of the pile group to that of a single pile is known as the group settlement ratio.

6. What are the factors consider while selecting the type of pile?
 The loads
 Time available for completion of the job
 Availability of equipment
 The ground water conditions
 The characteristics of the soil strata involved

Subject Name FOUNDATION ENGINEERING
Subject Code CE6502
Regulation 2013
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FOUNDATION ENGINEERING Notes CE6502 Regulation 2013 Anna University

FOUNDATION ENGINEERING Notes CE6502

FOUNDATION ENGINEERING Notes CE6502 Regulation 2013 Anna University free download. CE6502 Notes pdf free download.

UNIT I SITE INVESTIGATION AND SELECTION OF FOUNDATION ENGINEERING Notes CE6502

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 ENGINEERING Notes CE6502

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 FOUNDATION ENGINEERING Notes CE6502

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 ENGINEERING Notes CE6502

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 FOUNDATION ENGINEERING Notes CE6502

Plastic equilibrium in soils –active and passive states –Rankine‟s theory –cohesionless and cohesive soil –Coulomb‟swedge 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.

Subject Name FOUNDATION ENGINEERING
Subject Code CE6502
Regulation 2013
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Structural Analysis 1 Question Bank CE6501 Regulation 2013 Anna University

Structural Analysis 1 Question Bank CE6501 

Structural Analysis 1 Question Bank CE6501 Regulation 2013 Anna University free download. CE6501 Question Bank free pdf download Regulation 2013.

Sample Structural Analysis 1 Question Bank:

PART – A

1. State importance of ILD.

2. State Muller Breslau‟s principle?

3. What are the types of connections possible in the model of begg‟s deformeter?

4. What is the influence line diagram?

5. Draw influence lines for support reactions in a simply supported beam?

6. What do you understand by an influence line for bending moment? (Structural Analysis 1 Question Bank)

7. When a series of wheel loads move along a girder, what is the condition for getting maximum bending moment under any one point load?

8. Draw a qualitative influence line diagrams for the support reactions of a simply supported beam of span L?

9. What is meant by absolute maximum bending moment in a beam?

10. What is the absolute maximum bending moment due to a moving udl longer than the span of a simply supported beam?

11. What are the three types of connections possible with the model used with Begg‟s deformeter? (Structural Analysis 1 Question Bank)

12. What is Begg‟s deformeter?

13. Where do you get rolling loads in practice?

14. Name the type of rolling loads for which the absolute maximum bending moment occurs at the mid span of a beam?

15. Define similitude? (Structural Analysis 1 Question Bank)

16. What is the principle of dimensional similarity?

17. Where do you have the absolute maximum bending moment in a simply supported beam when a series of wheel loads cross it?

18. State the location of maximum shear force in a simple beam with any kind of loading?

19. What is meant by maximum shear force diagram?

20. State Maxwell-Betti‟s theorem?

Subject Name STRUCTURAL ANALYSIS I
Subject Code CE6501
Regulation 2013
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Important question

Structural Analysis 1 Important questions CE6501 Regulation 2013 Anna University

Structural Analysis 1 Important questions CE6501 

Structural Analysis 1 Important questions CE6501 Regulation 2013 Anna University free download. CE6501 Important questions free pdf download Regulation 2013.

Sample Structural Analysis 1 Important questions CE6501:

1. Why is it necessary to compute deflections in structures?

Computation of deflection of structures is necessary for the following reasons:
a. If the deflection of a structure is more than the permissible, the structure will not look
aesthetic and will cause psychological upsetting of the occupants.
b. Exessive deflection may cause cracking in the materials attached to the structure. For
example, if the deflection of a floor beam is excessive, the floor finishes and partition
walls supported on the beam may get cracked and unserviceable.

2. What is meant by cambering technique in structures? (Structural Analysis 1 Important questions)

Cambering is a technique applied on site, in which a slight upward curve is made in the structure/beam during construction, so that it will straighten out and attain the straight shape during loading. This will considerably reduce the downward deflection that may occur at later
stages.

3. Name any four methods used for computation of deflections in structures.(Structural Analysis 1 Important questions)

  • Double integration method
  • Macaulay‟s method
  • Conjugate beam method
  • Moment area method
  • Method of elastic weights
  • Virtual work method- Dummy unit load method
  • Strain energy method
  • Williot Mohr diagram method

4. State the difference between strain energy method and unit load method in the determination of deflection of structures. (Structural Analysis 1 Important questions)

In strain energy method, an imaginary load P is applied at the point where the deflection is desired to be determined. P is equated to zero in the final step and the deflection is obtained. In unit load method, an unit load (instead of P) is applied at the point where the deflection is desired.

5. What are the assumptions made in the unit load method?

  • The external & internal forces are in equilibrium.
  • Supports are rigid and no movement is possible.
  • The materials is strained well with in the elastic limit.
Subject Name STRUCTURAL ANALYSIS I
Subject Code CE6501
Regulation 2013
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Structural Analysis 1 Notes CE6501 Regulation 2013 Anna University

Structural Analysis 1 Notes CE6501 

Structural Analysis 1 Notes CE6501 Regulation 2013 Anna University free download. CE6501 Notes free pdf download Regulation 2013.

UNIT I INDETERMINATE FRAMES Structural Analysis 1 Notes CE6501

Degree of static and kinematic indeterminacies for plane frames – analysis of indeterminate pin-jointed frames – rigid frames (Degree of statical indeterminacy up to two) – Energy and consistent deformation methods.

UNIT II MOVING LOADS AND INFLUENCE LINES Structural Analysis 1 Notes CE6501

Influence lines for reactions in statically determinate structures –influence lines for member forces in pin-jointed frames –Influence lines for shear force and bending moment in beam sections – Calculation of critical stress resultants due to concentrated and distributed moving loads. Muller Breslau‟s–Influence linesprincipleforcontinuousbeams and single storey rigid frames – Indirect model analysis for influence lines of indeterminate structures –Beggs deformeter

UNIT III ARCHES Structural Analysis 1 Notes CE6501

Arches as structural forms –Examples of arch structures –Types of arches –Analysis of three hinged, two hinged and fixed arches, parabolic and circular arches –Settlement and temperature
effects.

UNIT IV SLOPE DEFLECTION METHOD Structural Analysis 1 Notes

Continuous beams and rigid frames (with and without sway) –Symmetry and antisymmetry – Simplification for hinged end –Support displacements

UNIT V MOMENT DISTRIBUTION METHOD CE6501 Notes

Distribution and carryover of moments –Stiffness and carry over factors –Analysis of continuous beams –Plane rigid frames with and without sway –Neylor‟s simplification.

Subject Name STRUCTURAL ANALYSIS I
Subject Code CE6501
Regulation 2013
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ENGINEERING GEOLOGY Question Bank CE6301 REGULATION 2013 Anna University

ENGINEERING GEOLOGY Question Bank CE6301 

ENGINEERING GEOLOGY Question Bank CE6301 REGULATION 2013 Anna University free download. CE6301 Question Bank pdf free download.

Sample ENGINEERING GEOLOGY Question Bank:

Part – A (ENGINEERING GEOLOGY Question Bank CE6301)

1. Define engineering geology.

2. Describe briefly the layers of interior of earth.

3. Define weathering.

4. What is meant by seismic zone?

5. What is physical weathering?

6. What is chemical weathering?

7. What is spheroidal weathering?

8. Define mohorovicic and Guttenburg discontinuity.

9. Define plate tectonics. (ENGINEERING GEOLOGY Question Bank CE6301)

10. Define exfoliation.

11. Differentiate between water table and perched water table.

12. Define aquifer and mention its types.

13. What is meant by subduction zone? Mention its importance.

14. Differentiate aquifer and aquiclude.

15. Write about Mercalli scale.

16. Describe the interior of the earth.

17. Define confined aquifer.

18. Define unconfined aquifer.

19. Mention the seismic zones of India.

Part – B (CE6301 Question Bank )

1. Write in detail about the structure of the earth and its composition with a neat diagram.

2. Give an account on mode of occurrence and prospecting of ground water.

3. Describe in detail about plate tectonics.

4. Explain in detail about weathering of rocks and its engineering importance. (ENGINEERING GEOLOGY Question Bank CE6301)

5. Explain in detail about the earthquake belts of India.

6. Write in detail about the scope of geology and importance of geology in Civil Engineering.

7. Explain physical and chemical weathering process in detail. Add a note on weathering grade and its engineering significance.

8. Explain the process associated with river. Write their engineering significance.

9. Explain the process associated with winds. Write their engineering significance. (ENGINEERING GEOLOGY Question Bank CE6301)

10. Explain the process associated with sea. Write their engineering significance.

Semester 3
Subject Name ENGINEERING GEOLOGY
Subject Code CE6301
Regulation 2013

CE6301 Question Bank Click here to Download 

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Categories
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ENGINEERING GEOLOGY Important questions CE6301 REGULATION 2013 Anna University

ENGINEERING GEOLOGY Important questions CE6301 

ENGINEERING GEOLOGY Important questions CE6301 REGULATION 2013 Anna University free download. CE6301 Important questions pdf free download.

Sample ENGINEERING GEOLOGY Important questions:

Unit I ENGINEERING GEOLOGY Important questions

1. Describe the various types of weathering of rocks.

2. Describe in brief the geological work of sea with a note on the coastal protection

3. Describe the various personal land forms produced by rivers and comment on their engineering significance

4. Give brief account of 1. The importance of geology in civil engineering 2. The material structure and constitution
of the earth (ENGINEERING GEOLOGY Important questions)

5. Give a detailed account on types of aquifers, factors, formation and occurrence of groundwater

Unit II ENGINEERING GEOLOGY Important questions

1. Elaborate on the various physical properties which are helpful is the identification of minerals

2. Write short notes on 1. Millers medical 2. Micas 3. Coal deposits 4. Oil fields of India

3. Write the physical properties of Hornblende, Garnet, Biotite mica and Augite. Discuss its role in rock strength analysis

4. Illustrate the physical properties and classification of feldspar group of minerals.

5. Give the physical properties which helps to identify in the field for the following minerals. (a) Augit (b) Calsite (c) Hornblende (d) Biotite

Unit III ENGINEERING GEOLOGY Important questions

1. What are the rocks used as building materials? Give account properties of rocks as building materials

2. Describe the distinguishing features of Igneous, Sedimentary and Metamorphic rocks based on various criteria

3. Give the mode of occurance, mineral composition, engineering properties and uses of following rocks. (a) Granite
(b) Sandstone (c) Slate (d) Limestone

4. Write about the minerlogical composotion, structure and texture, engineering properties and uses of dolerite basalt, sandstone and limestone

5. What are sedimentary rocks explain the properties of any four sedimentary rocks (ENGINEERING GEOLOGY Important questions)

6. Describe the engineering properties of rocks give the engineering properties of important igneous and metamorphic rocks

Unit IV ENGINEERING GEOLOGY Important questions

1. Explain the use of seismic methods in civil engineering investigation

2. Explain in detail the electrical resistivity method of sub surface irrigation for civil engineering investigations

3. What are folds explain the types of folds with diagrams and their bearing on the engineering constructions

4. Define the term folding in rocks and explain the engineering significance of folds.

5. List out the different types of joint found in common rock. Explain hte joints in sedimentary rocks (ENGINEERING GEOLOGY Important questions)

6. Explain how canals are classified. Discuss the varius measurs needed to imprve the canal irrigation system.

 

Semester 3
Subject Name ENGINEERING GEOLOGY
Subject Code CE6301
Regulation 2013

CE6301 Important questions Click here to Download 

ENGINEERING GEOLOGY Syllabus


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ENGINEERING GEOLOGY Notes CE6301 REGULATION 2013 Anna University

ENGINEERING GEOLOGY Notes CE6301 

ENGINEERING GEOLOGY Notes CE6301 free download REGULATION 2013 Anna University. CE6301 Notes pdf free download.

UNIT I PHYSICAL GEOLOGY ENGINEERING GEOLOGY Notes

Geology in civil engineering – branches of geology – structure of earth and its composition – weathering of rocks – scale of weathering – soils – landforms and processes associated with river, wind,
groundwater and sea – relevance to civil engineering. Plate tectonics – Earth quakes – Seismic zones in India.

UNIT II MINEROLOGY ENGINEERING GEOLOGY Notes

Physical properties of minerals – Quartz group, Feldspar group, Pyroxene – hypersthene and augite, Amphibole – hornblende, Mica – muscovite and biotite, Calcite, Gypsum and Clay minerals.

UNIT III PETROLOGY CE6301 Notes

Classification of rocks, distinction between Igneous, Sedimentary and Metamorphic rocks. Engineering properties of rocks. Description, occurrence, engineering properties, distribution and uses of
Granite, Dolerite, Basalt, Sandstone, Limestone, Laterite, Shale, Quartzite, Marble, Slate, Gneiss and Schist.

UNIT IV STRUCTURAL GEOLOGY AND GEOPHYSICAL METHODS ENGINEERING GEOLOGY Notes

Geological maps – attitude of beds, study of structures – folds, faults and joints – relevance to civil engineering. Geophysical methods –Seismic and electrical methods for subsurface investigations.

UNIT V APPLICATION OF GEOLOGICAL INVESTIGATIONS CE6301 Notes

Remote sensing for civil engineering applications; Geological conditions necessary for design and construction of Dams, Reservoirs, Tunnels, and Road cuttings – Hydrogeological investigations and mining – Coastal protection structures. Investigation of Landslides, causes and mitigation.

 

Semester 3
Subject Name ENGINEERING GEOLOGY
Subject Code CE6301
Regulation 2013

CE6301 Notes Click here to Download 

CE6301 Syllabus


ENGINEERING GEOLOGY Important questions


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Surveying 1 Question Bank REGULATION 2013 ANNA UNIVERSITY

Surveying 1 Question Bank CE6304

Surveying 1 Question Bank REGULATION 2013 ANNA UNIVERSITY free download. CE6304 Question Bank free download. Surveying 1 Regulation 2013 pdf free.

Sample Surveying 1 Question Bank :

Part A (2 Marks) Surveying 1 Question Bank

1) Define surveying.

2) What are the types of surveying? What are the primary divisions of surveying ?

3) State the principle of surveying.

4) Why not “part to whole” Explain.

5) Differentiate plan and map?

6) What are source of errors?

7) What are the kinds of errors? Give example?(Surveying 1 Question Bank)

8) Classify surveying based on accuracy?

9) Mention the different types of chain

10) Which type of areas is best suited for chain surveying?

11) What are accessories used in chain surveying?

12) What are errors in chaining?

13) Define Ranging?

14) What are the types of Ranging?

15) Defines check lines

16) Define tie stations

17) What is cross staff? Mention its types?

18) What are the types of optical square? (Surveying 1 Question Bank)

19) What are the well conditioned and ill conditioned triangles?

20) What is mean by representative fraction of scale?

21) Why is it necessary to draw a scale on the map at the time of Plotting?

22) Calculate the sag correction for a 100m tape weighting 1.3kg and used under a pull of 9 kg in equal spans of 25m each.

23) A 100m tape is held 2m out of a line. What is the true length?

Part B (16 marks) Surveying 1 Question Bank

1. Explain the principles of surveying? With a simple sketch state the construction and use of a cross staff

2. a. Explain the different method of ranging with neat sketch.
b. What are the accessories for a chain survey? Explain the functions of each.

3 How chain can be done on an uneven ground or sloping ground? Point out the advantages and disadvantages of this method.

4 Explain different corrections that can be applied to chain or tape.

5 Explain in details how a chain traversing can be done.

 

Subject Name SURVEYING 1
Subject Code CE6304
Regulation 2013
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Categories
Important question

Surveying 1 Important Questions REGULATION 2013 ANNA UNIVERSITY

Surveying 1 Important Questions CE6304

Surveying 1 Important Questions REGULATION 2013 ANNA UNIVERSITY free download. CE6304 Important Questions free download. Surveying 1 Regulation 2013 pdf free

Sample Surveying 1 Important Questions:

1. Define Surveying. What are the fundamental p rinciples of surveying?

Surveying is an art of determining the relative positions of various points on, above or below the surface of the earth by means of direct or indirect measurement of distance, direction and elevation.

The principles of surveying are:
(i) Working from whole to part.
(ii)To locate a new station by at least two measurements (angular, linear) from fixed reference points.

2. What is the object or purpose of surveying?

The primary object of surveying is to prepare a plan or map to show the relative position of
the objects on the surface of the earth. It is also used to determine the areas, volumes and other related
quantities.

3. Name the different ways of classification of surveys. (Surveying 1 Important Questions)

a. Primary classification
(i). Plane surveying (ii). Geodetic surveying.
b.Secondary classification
(i). Based on instruments used (ii).Based on methods.
(iii). Based on object (iv). Based on nature of the field

5. Define the constructions of a diagonal scale.

For a given short length ( PQ=PR), draw a right angle triangle. Its base( PR) and height (PQ) are equal. A short length is divided into a number of parts by using the principle of similar triangles in which like sides are proportional. Thus, 1-1 represents 1/ 10 PQ9-9 represents 9/ 10 PQ

6. Define chain surveying. What is the fundamental principle of chain surveying? (Surveying 1 Important Questions)

Chain surveying is the type of surveying in which only linear measurements are made in the field. The main principle of chain surveying or chain triangulation is to provide a framework
consist of number of well-conditioned triangles or nearly equilateral triangles. It is used to find the area of the field.

7. What is a well-conditioned triangle? What is its specific advantage?

A triangle is said to be well- conditioned or well proportioned when it contains no angle smaller than 300 and no angle greater than 1200.The main principle of chain surveying is chain triangulation. It consists of frame work of triangles. To plot the network of triangles accurately, the triangles must be nearly equal to equilateral or well-conditioned. The distortion due to errors in measurement and plotting should be minimum.

Subject Name SURVEYING 1
Subject Code CE6304
Regulation 2013
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