wiz-icon
MyQuestionIcon
MyQuestionIcon
1
You visited us 1 times! Enjoying our articles? Unlock Full Access!
Question

Directions : Each of the next items consists of two statements, one labelled as the 'Statement (I)' and other as 'Statement (II)'. Examine these two statements carefully and select the answers to these items using the codes given below:

Codes :

Statement (I) :
Rate of settlement of a consolidating layer depends upon its coefficient of consolidation, which is directly proportional the permeability and number of drainage paths available.

Statement (II) : The excess hydrostatic pore pressure is relieved fast in soil of higher permeability, in turn, depending on the number of drainage paths available in the consolidating layer.

A
Both Statement (I) and Statement (II) are individually true and Statement (II) is the correct explanation of Statement (I)
Right on! Give the BNAT exam to get a 100% scholarship for BYJUS courses
B
Both Statement (I) and Statement (II) are individually true but Statement (II) in not the correct explanation of Statement (I)
No worries! We‘ve got your back. Try BYJU‘S free classes today!
C
Statement (I) is true but Statement (II) is false
No worries! We‘ve got your back. Try BYJU‘S free classes today!
D
Statement (I) is false but Statement (II) is true
No worries! We‘ve got your back. Try BYJU‘S free classes today!
Open in App
Solution

The correct option is A Both Statement (I) and Statement (II) are individually true and Statement (II) is the correct explanation of Statement (I)
Tv=Cv.td2=kmvγw.td2

flag
Suggest Corrections
thumbs-up
0
similar_icon
Similar questions
View More
Join BYJU'S Learning Program
similar_icon
Related Videos
thumbnail
lock
Tezarghi's Theory of One-Dimensional Consolidation
SOIL MECHANICS
Watch in App
Join BYJU'S Learning Program
CrossIcon