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### Notes

**GEOTECHNICAL LABORATORY EXPERIMENTS**

**Civil engineering Common for all semester**

**CE2308 SOIL MECHANICS LABORATORY**

**CE2251 SOIL MECHANICS**

**CG and Visualisation Lab(10CSL67) Vtu prg-1**

**Unit 7- CLOUD VIRTUALIZATION TECHNOLOGY**

**GATE Civil Engineering Question Paper with Answer key 2005 download**

**GATE Civil Engineering Question Paper with Answer key 2009 download**

**GATE-Computer-Science-Engineering-2017**

**gate 2017 biotech**

## 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

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