MCQOPTIONS
Bookmark
Saved Bookmarks
→
Soil Mechanics
→
Secondary Consolidation Three Dimensional Consolidation 1 in Soil Mechanics
→
For a time factor T
v
of 0.159, Find the..
1.
For a time factor T
v
of 0.159, Find the degree of consolidation.
A.
45%
B.
98%
C.
34%
D.
18%
Answer» B. 98%
Show Answer
Discussion
No Comment Found
Post Comment
Related MCQs
For a mass of 3.192g of soil with voids ratio 0.532, Find its saturated mass density.
For final void ratio 0.886 and water content of 30%, find the specific gravity.
For a dry mass of soil of 180.4g and height of solids as 13.45mm with cross-sectional area as 50cm<sup>2</sup>, find the specific gravity of soil.
For a time factor T<sub>v</sub> of 0.567, find the degree of consolidation.
For a time factor T<sub>v</sub> of 0.159, Find the degree of consolidation.
For the consolidation of 90%, find the time factor.
For the consolidation of 50%, find the time factor.
If the initial voids ratio is 0.964 for a layer of height 100cm. It is located with 200KN/m<sup>2</sup> and the void ratio becomes 0.822. Find the settlement.
If a clay layer is expected to settle 12cm under loading settles 3cm at the end of one month, then find the degree of consolidation.
The m<sub>v</sub> for pressure range 100 to 200 KN/m<sup>2</sup> is 0.74 m<sup>2</sup> /MN. The change in void ratio is 0.157. Find the initial void ratio.
Reply to Comment
×
Name
*
Email
*
Comment
*
Submit Reply