Courses

# Test: B.M.C Soil,Concrete- 2

## 25 Questions MCQ Test Civil Engineering SSC JE (Technical) | Test: B.M.C Soil,Concrete- 2

Description
This mock test of Test: B.M.C Soil,Concrete- 2 for Civil Engineering (CE) helps you for every Civil Engineering (CE) entrance exam. This contains 25 Multiple Choice Questions for Civil Engineering (CE) Test: B.M.C Soil,Concrete- 2 (mcq) to study with solutions a complete question bank. The solved questions answers in this Test: B.M.C Soil,Concrete- 2 quiz give you a good mix of easy questions and tough questions. Civil Engineering (CE) students definitely take this Test: B.M.C Soil,Concrete- 2 exercise for a better result in the exam. You can find other Test: B.M.C Soil,Concrete- 2 extra questions, long questions & short questions for Civil Engineering (CE) on EduRev as well by searching above.
QUESTION: 1

Solution:
QUESTION: 2

### In limit state design, the limiting value of depth of neutral axis for M15 & fe 250 is

Solution: QUESTION: 3

### Deflection can be controlled by using the appropriate:

Solution:
QUESTION: 4

In the limit state design of concrete structures, the strain distribution is assumed to be:

Solution:
QUESTION: 5

For slabs spanning in two directions for calculating the span to effective depth ratio:

Solution:
QUESTION: 6

The clear distance between the lateral restraints for a simply supported or continuous beam toensure lateral stability should not exceed:

Solution:
QUESTION: 7

In doubly reinforced sections, total reinforcement percentage of steel should not exceed:

Solution:

QUESTION: 8

A simply supported beam is considered as a deep beam if the ratio of effective span to overall depth is less than:

Solution:
QUESTION: 9

The term ‘Characteristic load’ means that load which has a probability of not being exceeded,during the life of the structure is equal to:

Solution:
QUESTION: 10

For reinforced concrete members totally immersed in sea water, the additional cover thickness recommended by the code is:

Solution:
QUESTION: 11

If the soil sample is having porosity 50% and degree of saturation at 90% then its percentage air voids is:

Solution: QUESTION: 12

The commonly used method for quick determination of water content at field embankments is:

Solution:
QUESTION: 13

The toughness index is define as the ratio of:

Solution:
QUESTION: 14

According to Atterberg, the soil is said to be of medium plasticity if the plasticity index (PI) is:

Solution:
QUESTION: 15

A soil has liquid limit 65%, plastic limit of 30% and shrinkage limit of 25%, and it has natural moisture content of 45%. The liquidity index of soil is.

Solution:

Liquidity index = (water content-plastic limit)/(liquid limit-plastic limit).
= (45-30)/(65-30)
= 15/35
= 0.43

QUESTION: 16

Void ratio of a soil is 0.9 its porosity shall be:

Solution:
QUESTION: 17

A soil has percentage air voids of the order of 30%. It has a porosity of 0.4 The air content of that soil shall be: -

Solution:
QUESTION: 18

The ratio of plasticity index and flow index of soil is called:

Solution:
QUESTION: 19

Plasticity chart gives a relation between:

Solution:
QUESTION: 20

A negative value of the group index of a soil is reported as:

Solution:
QUESTION: 21

A soil with a plasticity index equal to zero may be called as:

Solution:
QUESTION: 22

The meniscus and dispersing agent corrections, in the hydrometer analysis, respectively are

Solution:
QUESTION: 23

An inorganic clay of high compressibility is represented by the symbol

Solution:
QUESTION: 24

If void ratio is 0.67, water content = 0.188 and Sp. Gr. = 2.68, the degree of saturation of soil is

Solution:
QUESTION: 25

A sample of saturated clay has a porosity of 0.562, the void ratio of the clay is

Solution: