• HOME
  • QUIZ
  • CONTACT US
EXAMIANS
  • COMPUTER
  • CURRENT AFFAIRS
  • ENGINEERING
    • Chemical Engineering
    • Civil Engineering
    • Computer Engineering
    • Electrical Engineering
    • Mechanical Engineering
  • ENGLISH GRAMMAR
  • GK
  • GUJARATI MCQ

Soil Mechanics and Foundation

Soil Mechanics and Foundation
Voids ratio of a soil mass can

take any value greater than zero
never be greater than unity
take values between 0 and 1 only
be zero

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

dry of OMC and dry of OMC where OMC is optimum moisture content
dry of OMC and wet of OMC
wet of OMC and dry of OMC
wet of OMC and wet of OMC

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

0.5
2
-2
-0.5

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

clayey silt
sand
silt
clay

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Uniformity coefficient of a soil is

equal to or less than 1
always less than 1
equal to or gi eater than 1
always equal to 1

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

decreases with increase in liquid limit
first increases and then decreases with increase in liquid limit
remains constant at all liquid limits
increases with increase in liquid limit

ANSWER DOWNLOAD EXAMIANS APP
MORE MCQ ON Soil Mechanics and Foundation

DOWNLOAD APP

  • APPLE
    from app store
  • ANDROID
    from play store

SEARCH

LOGIN HERE


  • GOOGLE

FIND US

  • 1.70K
    FOLLOW US
  • EXAMIANSSTUDY FOR YOUR DREAMS.
  • SUPPORT :SUPPORT EMAIL ACCOUNT : examians@yahoo.com

OTHER WEBSITES

  • GUJARATI MCQ
  • ACCOUNTIANS

QUICK LINKS

  • HOME
  • QUIZ
  • PRIVACY POLICY
  • DISCLAIMER
  • TERMS & CONDITIONS
  • CONTACT US
↑