DR. BABASAHEB AMBEDKAR TECHNOLOGICAL UNIVERSITY, LONERE
Mid Semester Examination – Sept./Oct. 2019
Course: B. Tech in Civil Engineering
Subject Name: Soil Mechanics
Sem: V
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Subject Code: BTCVC 503
Max Marks: 20
Date: 24/09/2019
Duration: 1 Hr.
Instructions to the Students:
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- All questions are compulsory.
- Assume suitable data if necessary.
Q.1 Answer the following
- Lacustrine soil is.....
- soil deposited in sea
- Windblown deposit
- Soil deposited in lake
- soil formed by vegetation matter
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- For a given soil, following unit weight remains constant
- Y
- Yb
- Ysat
- Ys
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- Due to remoulding of clay, the strength
- decreases
- increases
- remains constant
- none
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- At shrinkage limit, degree of saturation is-
- 0%
- 50%
- 75%
- 100%
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- The biggest size of clay particle is...
- 0.0002 mm
- 0.002 mm
- 0.02 mm
- 0.075 mm
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- With the rise of temperature, permeability ..
- increases
- decreases
- remains constant
- none
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Q.2 Solve Any Two of the following.
- Explain void ratio, porosity and prove that n = e / (1+e)
- Explain constant head permeability test with neat sketch.
- The void ratio and specific gravity of soil sample are 0.65 and 2.65 resp., while voids are 90% saturated. Find bulk density, dry density and water content.
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Q.3 Solve Any One of the following.
- What is coefficient of permeability? Derive the equation for average permeability perpendicular to bedding plane.
- Explain three phase system of soil and prove that Yd = GYw / ( 1 + e)
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