Showing posts with label Job offer. Show all posts
Showing posts with label Job offer. Show all posts

Thursday, July 27, 2017

WHAT ARE THE ADVANTAGES OF PRESTRESSED CONCRETE OVER R.C.C ?

WHAT ARE THE ADVANTAGES OF PRESTRESSED CONCRETE OVER R.C.C?
(JOB INTERVIEW QUESTION)
Concrete weak in tension and strong in compression. Therefore, Reinforcement concrete system has been created to overcome the weakness of concrete with rapidly development in construction, the concrete technology has to walk parallel with this development. Therefore, the Prestressed concrete was created to overcome the limit of reinforcement concrete span.
Prestressed concrete is a concrete construction material which is placed under compression prior to it supporting any applied loads or defined as Structural concrete in which internal stresses have been introduced to reduce potential tensile stresses in the concrete resulting from loads
The prestressing of concrete has several advantages as compared to traditional reinforced concrete without prestressing. A fully prestressed concrete member is usually subjected to compression during service life. 
This rectifies several deficiencies of concrete.
Serviceability and Strength

1-Reduces occurrence of cracks .
2-Freezing & thawing durability is higher than non prestressed concrete
3-Section remains uncracked under service loads
4-Reduction of steel corrosion
5-Increase in durability.
6-Full section is utilized
7-Higher moment of inertia (higher stiffness)
Less deformations (improved serviceability).
8-Increase in shear capacity.
9-Improved performance (resilience) under dynamic and fatigue loading.
10-In areas where there are expansive clays or soils with low bearing capacity, post-tensioned slabs-on-ground and mat foundations reduce problems with cracking and differential settlement.
11-Reduces self weight of building thereby reducing the lateral load resisting system. 12-Suitable for use in pressure vessels, liquid retaining structures.
Application

1-High span-to-depth ratios
2-They do not crack under working loads, and whatever cracks may be developed under overloads will be closed as soon as the load is removed, owing to the cambering effect of pre-stress.
3-This becomes an important consideration for such structures as long cantilevers. Under live loads the def section is also smaller because of the effectiveness of the entire un-cracked concrete section.
4-Larger spans possible with prestressing (bridges, buildings with large column-free spaces)
5-Post-tensioning allows bridges to be built to very demanding geometry requirements, including complex curves, and significant grade changes.
6-Another advantage of post-tensioning is that beams and slabs can be continuous, i.e. a single beam can run continuously from one end of the building to the other.
7-Crack control helps in constructing high performance water tanks
8-More aesthetic appeal due to slender sections
9-Applications of various prestressed techniques enable quick assembly of standard units such as bridge members,building frames, bridge decks providing cost-time savings
Economy

1-Rapid construction
2-Better quality control
3-Reduced maintenance
4-Suitable for repetitive construction
5-Multiple use of formwork
6-There is also a definite savings stirrups, since shear in post-tensioned concrete is reduced in the inclination of the tendons, and the diagonal tension is further minimized bathe presence of pre-stress.
7-A lower building height can also translate to considerable savings in mechanical systems and façade costs.
8-Thinner slabs mean less concrete is required. It means a lower overall building height for the same floor-to-floor height.
9-Pre-tensioning is suitable for precast members produced in bulk.
10-The high tensile strength & precision of placement gives maximum efficiency in size & weight of structural members.

Friday, July 21, 2017

HOW TO IMPROVE BEARING CAPACITY OF SOIL? (JOB INTERVIEW QUESTION)

HOW TO IMPROVE BEARING CAPACITY OF SOIL? 
(JOB INTERVIEW QUESTION)

The following techniques can be used for improving bearing capacity of soil as per the site condition:
-Increasing depth of foundation
-Draining the soil
-Compacting the soil
-Confining the soil
-Replacing the poor soil
-Using grouting material
-Stabilizing the soil with chemicals


1. INCREASING DEPTH OF FOUNDATION
At deeper depths, the over burden pressure on soil is higher; hence the soil is more compacted at deeper depth. As a result it shows higher bearing capacity. This is applicable only for cohesionless soils such as sandy and gravelly soils. This method of improving bearing capacity of soil is not applicable if the subsoil material grows wetter as depth increase. This method has a limited use because with increase in depth, the weight and cost of foundation also increases.

2. DRAINING THE SOIL
With increase in percentage of water content in soil, the bearing capacity decreases. In case of sandy soil, the bearing capacity may reduce as much as 50% due to presence of water content. Cohesionless soils (i.e. sandy & gravelly soils) can be drained by laying the porous pipes to a gentle slope, over a bed of sand and filling the trenches above the pipes with loose boulders. These trenches subsequently should lead to the nearest well or any water body.

3. COMPACTING THE SOIL
If we compact soil using appropriate method, then there will be increase in its density and shear strength. As a result the bearing capacity of soil also increases. There are many methods of compacting soils on site. Few of them are mentioned below.:
--By spreading broken stones, gravel or sand and thereafter ramming well in the bed of trenches.
--Using an appropriate roller as per the soil type to move at a specified speed.
--Br driving concrete piles or wood piles and withdrawing piles and subsequently filling the holes with sand or concrete.

4. CONFINING THE SOIL
In this method, the soils are enclosed with the help of sheet piles. This confined soil is further compacted to get more strength. This method is applicable for shallow foundations.

5. REPLACING THE POOR SOIL
In this method the poor soil is first removed and then the gap is filled up by superior material such as sand, stone, gravel or any other hard material. In order to do this, first excavate a foundation trench of about 1.5 m deep, and then fill the hard material is stages of 30 cm. Then compact the hard material at every stage. This method is useful for foundations in black cotton soils.

6. USING GROUTING MATERIAL
This method is applicable for soils where there is presence of pores, fissures or cracks etc underneath the foundation. In this method, poor soil bearing strata is hardened by injecting the cement grout under pressure, because it scales off any cracks or pores or fissures etc. For proper distribution of the cement grout, the ground is bored and perforated pipes are introduced to force the grout.

7. STABILIZING THE SOIL WITH CHEMICALS
This method of improving bearing capacity of soil is costly and applied in exceptional cases. In this method, chemical solutions, like silicates of soda and calcium chloride is injected with pressure into the soil. These chemical along with the soil particles form a gel like structure and develop a compact mass.This is called chemical stabilization of soil and used to give additional strength to soft soils at deeper depths.

Thursday, July 20, 2017

WHAT ARE THE VARIOUS METHODS OF CONCRETE CURING ( JOB INTERVIEW )?



What are the various methods of concrete curing?
(Job interview)

This is also one of the most important question asked in Civil Engineering Job Interview.

For this Question. Provide the definition of Concrete curing and point out the major steps and explain each of them in short. Please Check the explaination below.

Curing is the process of maintaining the moisture and temperature conditions for freshly deployed concrete. This is done for small duration of time to allow the hardening of concrete.


The various methods involved in the concrete curing process are as follows:

•Water curing
a) Sprinkling Method :- Shading concrete work than sprinkling of water on concreted surface. Used for ( Walls , Beams & Columns ). In General, walls, and columns can be cured by sprinkling water.

b) Ponding Method :- the horizontal surfaces including the slab and floors can be cured by stagnating the water.

c) Applying the chemical membrane on concreted surface.

d) Wet covering of surface: It can be cured by using the surface with wet gunny bags or straw

e) Curing Compounds: Easy to apply and inexpensive. Sprayer needed; inadequate coverage allows drying out; film can be broken or tracked off before curing is completed; unless pig- mented, can allow concrete to get too hot.

•Application of heat
a) Steam curing at ordinary pressure
b) Steam curing at high pressure
c) Curing by Infra-red radiation
d) Electrical curing.

Sunday, July 9, 2017

75 CIVIL ENGINEERING INTERVIEW QUESTIONS


75 CIVIL ENGINEERING 
INTERVIEW QUESTIONS:

1. What is bending moment (BM) & Shear force (SF) – Explain.

2. What are the steps involved in the concreting process, explain?

3. Describe briefly the various methods of concrete curing.

4. What is the minimum curing period?

5. What Do You Understand by M25 Concrete?

6. What is Water-Cement Ratio and How it is related to the strength of concrete?

7. What is a bearing capacity of soil?

8. How to increase the bearing capacity of soil?

9. What are the different types of foundation?

10. Explain moment of inertia and its importance.

11. How do we determine the specific gravity of a cement?

12. Density Of 1 cum cement?

13. What are the causes of building collapse?

14. What is bar bending schedule (BBS) & how to prepare it?

15. Why is concrete cube test carried out?

16. Why is concrete slump test carried out?

17. What is bleeding, segregation, honeycombing of concrete?

18. What is pre-stressed concrete? Which reinforcement is used in prestressed concrete?

19. What is the ratio of steel and concrete to use in slabs, beams, columns?

20. Difference between pre-tensioning and post-tensioning?

21. What are the weights of 16mm, 12mm, 20mm, 25mm, 8mm Dia. Bars.

22. What is the minimum Propping Period of Beams and Slabs of various Spans?

23. What are the advantages of Prestressed Concrete over R.C.C?

24. Quantity of materials required for different works.

25. Which is stronger solid steel rod or hollow steel pipe?

26. Initial & final setting time of concrete?

27. Why we provide steel in concrete?

28. Is brick strength more or concrete block?

29. How many bricks are there in 100cft?

30. 28 days compressive strength of concrete in PSI?

31. How to calculate the unit weight of steel bars?

32. What is Plinth Level and Sill Level?

33. What is Brest Wall?

34. What is Brick crushing strength(PSI)?

35. How many are the types of joints?

36. How can cracks in concrete be avoided?

37. Types Of DPC and its Thickness used?

38. 28 Days Strength of Concrete (1:2:4)?

39. How many types of slabs are there & how to design it?

40. How much is the cover for slab?

41. Maximum % of Steel in columns and beams?

42. What is fineness modulus?

43. What is Packing Factor?

44. Difference between one way slab & two way slab?

45. Difference between QA & QC?

46. What do you mean by Fe415?

47. What are the functions of a column in a building?

48. How many feet are in 4 square yards?

49. What is the average density of soil?

50. What is the ratio of Grades M5, M7.5, M10, M15, M20, M25, M30, M35, M40?

51. Why foundation is provided?

52. The concrete slump recommended for beams and slabs; is-

53. What is the meaning of soil reinforcement?

54. What is the different type of slump test indications?

55. What is buckling or crippling load?

56. Define slenderness ratio. What is its effect on the design of compression member?

57. Shear force and BM diagrams for different types of loadings on beams.

58. Difference between mild steel and HYSD bars?

59. What do you understand by 80/100 bitumen?

60. What is differential settlement?

61. What do 53 stands for in 53-grade cement?

62. How do you construct a 25 storey building with no columns?

63. Types of loads on structure?

64. Difference between pre-tensioning and post-tensioning?

65. What is the L/D ratio of a cantilever beam?

66. What is camber?

67. What is batching? Difference between volume and weight batching?

68. How is a theodolite leveled?

69. What is a benchmark? Name the different types.

70. Types of admixtures?

71. What are the CAD softwares you have used?

72. Interpret a strss vs strain curve.

73. Define modulus of elasticity.

74. What are the chemical compositions of cement?

75. What is creep & shrinkage of concrete?