A normally consolidated clay layer settles by 25 mm when the effective stress is increased from 15 kPa to 30 kPa. If the effective stress is later increased further from 30 kPa to 60 kPa, then the additional settlement would be-A-25 mmB-50 mmC-75 mmD-100 mm-A-25 mm

Question

APTITUDE CRACK · Accepted Answer

A 25 mm &Delta;H1=25mm &Delta;&Iuml;&fnof;1= &Iuml;&fnof;2 &Iuml;&fnof;1~30 15=15N/mm2 &Delta;&Iuml;&fnof;2= 60 30~=30N/mm2 We know that: &Delta;H=mv.&Iuml;&fnof;.h &Delta;H1/&Delta;H2=mv.&Delta;&Iuml;&fnof;1.H/mv.&Delta;&Iuml;&fnof;2.h &Delta;H1/&Delta;H2= &Delta;&Iuml;&fnof;1/&Delta;&Iuml;&fnof;2 25/&Delta;H2= 15/30 25/&Delta;H2= 0.5 25&Atilde;&middot;0.5= H2 50=H2~~~~~~H2=50mm.

UPSC Civil Service Exam Questions - Engineering

A normally consolidated clay layer settles by 25 mm when the effective stress is increased from 15 kPa to 30 kPa. If the effective stress is later increased further from 30 kPa to 60 kPa, then the additional settlement would be

For help Students Orientation
Mcqs Questions

Quick Links

Newsletter

UPSC Civil Service Exam Questions - Engineering

A normally consolidated clay layer settles by 25 mm when the effective stress is increased from 15 kPa to 30 kPa. If the effective stress is later increased further from 30 kPa to 60 kPa, then the additional settlement would be

Solution

For help Students Orientation Mcqs Questions

For help Students Orientation
Mcqs Questions