• 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
Constant head permeameter is used to test permeability of

clay
coarse sand
silt
fine sand

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

illite
None of these
montmorillonite
kaolinite

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated undrained test
drained test
undrained test
consolidated drained test

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

under-consolidated clay
over-consolidated ciay with a high over-consolidation ratio
normally consolidated clay
over-consolidated clay with a low over-consolidation ratio

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

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

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

shrinkage limit
liquid limit
plasticity index
plastic 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
↑