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Comments ( 9 )

  1. Vijay Kumar
    Vijay Kumar :
    3 years ago

    .301

  2. Àbíñâsh Sãhõó
    Àbíñâsh Sãhõó :
    3 years ago

    0.009×(50-20)=0.28

  3. Mohsin Qureshi
    Mohsin Qureshi :
    3 years ago

    Cc=0.007(LL-7)=0.007(50-7)=0.28

  4. Shubham Gour
    Shubham Gour :
    4 years ago

    0.007×(50-10)=0.28

  5. Myexam B
    Myexam B :
    4 years ago

    Compression Index
    =0.007(WL-10) for remoulded soil
    And
    =0.009(WL-10) for undisturbed soil

  6. Legendary Civilians
    Legendary Civilians :
    4 years ago

    For remoulded clay
    Cc=0.007(LL-10)
    Answer: 0.28

  7. Shadab Alam
    Shadab Alam :
    5 years ago

    For remoulded case
    Cc=0.007(wl-7)
    Cc=0.301

  8. Al Amin
    Al Amin :
    5 years ago

    Cc =0.009(LL-10)
    Cc = 0.36 will be the answer

  9. Suraj Bangar
    Suraj Bangar :
    5 years ago

    explain

Related Questions on Soil Mechanics and Foundation

Degree of consolidation is

A. directly proportional to time and inversely proportional to drainage path

B. directly proportional to time and inversely proportional to square of drainage path

C. directly proportional to drainage path and inversely proportional to time

D. directly proportional to square of drainage path and inversely proportional to time