A 4 m thick layer of normally consolidated clay has an average void ratio of 130 Its compression index is 06 and coefficient of consolidation is 1 m2 yr gate civil 2017
The Eduladder is a community of students, teachers, and programmers just interested to make you pass any exams. So we solve previous year question papers for you.
See Our team
Wondering how we keep quality?
Got unsolved questions?

Ask Questions
Hey! Want to work with us? Our youtube channel See our Jd Want to apply? Do it today

Use Me  ?

New searches
CE---Civil-Engineering--->View question


A 4 m thick layer of normally consolidated clay has an average void ratio of 1.30. Its compression index is 0.6 and coefficient of consolidation is 1 m2 /yr. - gate civil 2017

A 4 m thick layer of normally consolidated clay has an average void ratio of 1.30. Its compression index is 0.6 and coefficient of consolidation is 1 m2 /yr. If the increase in vertical pressure due to foundation load on the clay layer is equal to the existing effective overburden pressure, the change in the thickness of the clay layer is _______________ mm


By:deepuckraj

Taged users:
|deepuckraj|satyashiromani|milan-ransingh|Oshal-Borkar

Likes:
Be first to like this question

Dislikes:
Be first to dislike this question

Talk about thisDelete|Like|Dislike|


Answers

correct answer is 
313.0 to 316.0
                                                                                                                        

Vishu-vashistha

Likes:
Be first to like this answer

Dislikes:
Be first to dislike this answer
Talk about this|Once you have earned teacher badge you can edit this questionDelete|Like|Dislike|
------------------------------------

Can you help us to add better answer here? Please see this

Loading...


Not the answer you're looking for? Browse other questions from this Question paper or ask your own question.

Join eduladder!