• 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
Rankine’s theory of earth pressure assumes that the back of the wall is

plane and rough
plane and smooth
vertical and smooth
vertical and rough

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43832
43833
3
1

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

angle of internal friction
angle of repose
None of these
cohesion

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

silt
sand
clay
gravel

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

increases by 50%
increases by 33.3%
decreases by 33.3%
increases by 25%

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Bishop’s method of stability analysis

neglects the effect of forces acting on the sides of the slices
assumes the slip surface as an arc of a circle
is more conservative
All of these

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
↑