Access to All SSC Exams Courses Buy Now
Home RRB JE Stage-II RRB JE Stage II : Civil Engineering Quiz | 19th August

RRB JE Stage II : Civil Engineering Quiz | 19th August

Dear aspirants,

RRB JE Stage II exam is scheduled to be conducted from 28th August to 1st September 2019. The overall merit for the selection will be made on the basis of the marks scored in stage II, so candidates need to prepare thoroughly for the second stage. To help the aspirants, Adda247 has come up with a study plan in which we will provide you daily quizzes of all technical subjects. The below quiz will be helpful for the candidates who opted Civil as the exam group in RRB JE stage II.

About Course:

About SSC Maha Pack

If you are preparing for more than 1 SSC exams then this is the pack we recommend you buy.

It is most cost-effective and you get access to 100% digital content for all SSC exams on Adda247.

SSC Exams Covered in this Pack

SSC CGL, SSC CHSL, SSC CPO, Stenographer, MTS, Selection Post and GD Constable, etc.

What all You Get

  • All Interactive Live Classes by best teachers
  • All Recorded Video Courses designed by experts
  • All Tests Series
  • All eBooks
  • Doubt Clearing by experts
  • Personality Development Courses like Spoken English, Interview Techniques, and more…

 

SSC Maha Pack Highlights 

  • Structured course content
  • Recorded classes available if you miss any live class
  • Previous Years’ Papers of all upcoming exams.
  • Full Length Mocks based on the latest pattern with detailed solutions (video solutions for certain topics)
  • Topic level knowledge tests
  • Strategy sessions, time management & Preparation tips from the experts
  • Language: English & Hindi Medium
SSC Maha Pack
  1. Unlimited Live Classes & Recorded Video Courses
  2. Unlimited Tests and eBooks
  3. 1 Lakh+ Selections
Validity
  1. 14 Months
  2. 8 Months
  3. 3 Months
  4. 1 Month
7999 571/month
BUY NOW

Q1. Match List-I (Property of soil) with List-II (Laboratory equipment) and select the correct answer using the codes given below
List_I
A. Graine size
B. Specific gravity
C. Coefficienty of permeability
D. Cohesion
List-II
1. Pycnometer
2. Permeameter
3. Vane shear apparatus
4. Pipette
Codes:
    A B C D
(a) 4 1 2 3
(b) 4 2 1 3
(c) 3 1 2 4
(d) 1 4 3 2

S1. Ans.(a)
Sol.

Q2. For a given soil sample,

(a) 2.00
(b) 1.75
(c) 1.50
(d) 1.25
Q3. At liquid limit, all soils possess
(a) same shear strength of small magnitude
(b) same shear strength of large magnitude
(c) different shear strengths of small magnitude
(d) different shear strengths of large magnitude

S3. Ans.(a)
Sol.

Q4. Inorganic soil with low compressibility are represented by
(a) MH
(b) SL
(c) ML
(d) CH

S4. Ans.(c)
Sol. In ML; M represents inorganic silt,
L represents low compressibility,
MH. Inorganic silt of high compressibility,
SL: Sand of low compressibility,
CH: Clay with high compressibility.

Q5. Vibrofloatation techniques is best suited for densifying
(a) very loose sands below water table
(b) layered clays
(c) organic clays
(d) coarse sands and gravels

S5. Ans.(a)
Sol.
Q6. Given below are methods of compaction:

1. Vibration technique
2. Flooding the soil
3. Sheep foot roller
4. Tandem roller
Heavy weights dropped from a height
The methods suitable for cohesionless soils include
(a) 1, 2 and 3
(b) 2, 3 and 4
(c) 1, 2 and 5
(d) 3, 4 and 5

S6. Ans.(c)
Sol. Cohesionless soil can be compacted by vibration; flooding and dropping heavy weight from height. Kneading and tamping actions provided by sheeps foot roller and tandem roller are not effective for cohesionless soils.

Q7. The unit weight of a soil at zero air voids depends on
(a) specific gravity
(b) water content
(c) unit weight of water
(d) All the above

S7. Ans.(d)
Sol. Unit weight at zero air void corresponds to dry density of soil.

∴ it depends on specific gravity, water content and unit weight of water.

Q8. The growth of population can be conveniently represented by a curve, which is amenable to mathematical solution. The type of this curve is
(a) semilog curve
(b) straight line curve
(c) logistic curve
(d) exponential curve

S8. Ans.(c)
Sol. Equation of logistic curve is given by,

Where, P_0= The population at the start6 pt. of the curve A
P_s= Saturation population
P= Population at any time from the origin A
K=Constant

Q9. The pipe mains carrying water from the source to the reservoir are designed for the
(a) maximum daily draft
(b) average daily draft
(c) maximum hourly draft of the maximum day
(d) maximum weekly draft

S9. Ans.(a)
Sol.

Q10. The domestic use of water amounts to _____ of the total water requirements per capita per day
(a) 40%
(b) 50%
(c) 20%
(d) 30%

S10. Ans.(b)
Sol. Total domestic water consumption usually amounts ot 50 – 60% of the total wter consumption.

Register for RRB JE CBT Stage II Free Study Material

You may also like to read:

 

 

LEAVE A REPLY

Please enter your comment!
Please enter your name here

×
Login
OR

FORGOT?

×
Sign Up
OR
Forgot Password
Enter the email address associated with your account, and we'll email you an OTP to verify it's you.


Reset Password
Please enter the OTP sent to
/6


×
CHANGE PASSWORD