Soil and Foundation Engineering 5th Sem/Civil/May 2015 Diploma Paper

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Soil and Foundation Engineering 5th Semester /Civil/2517/May 2015 Diploma PSBTE Paper

SECTION-A

Q1. Fill in the Blanks 15×1=15

I. Clay is a _ grained soil.
II. Porosity is also known as .
III. The diagram used to represent constituents of a soil mass is
IV. The consistency limits are also known as _
V. Darcy’law is valid for _____
VI. The increase in volume of soil mass on addition of water is _
VII. Creep occurs more in _ Soils.
VIII. The upward movement of soil is _
IX. Tilt is an example of
X. Sheep foot rollers are suitable for compacting ____ soils.
XI. For a spread footing, the depth of exploration should be _times the width.
XII. Box type caissons are also called __________
XIII. Pile foundation is an example of _ foundation.
XIV. SPT is used to calculate _ of soils.
XV. Core cutter method is used to calculate _____ of soil.

SECTION-B

Q2. Attempt any five questions. 5×6=30

I. What are the factors which affect the compaction?
II. What are the causes of settlement of foundation?
III. Differentiate between compaction & consolidation.
IV. What is permeability? What are the factors affecting it.
V. Explain Darcy’s Law & give its limitations.
VI. Define total stress & effective stress.
VII. Define Freezing & Thawing of soils.
VIII. Write short note on OMC.
IX. Define disturbed & undisturbed samples? State their significance.

SECTION-C

Q3. Attempt any three questions. 3×10=30

I. Define Atterbergs limits. Explain their use & practical significance.
II. What do you mean by particle size classification? Explain B.I.S. soil classification in detail
III. How will you determine the bearing capacity of soil by SPT method?
IV. An unsaturated 100cm3 sample of soil weighs 190 grams. If its dried weight is 160gram, calculate its water content.
V. State the following terms with the help of phase diagram:
(a) Void ratio
(b) Degree of saturation
(c) Porosity
(d) Specific gravity

Soil & Foundation Engineering 5th Semester /Civil/2517/May’18 Diploma Paper

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Section a Soil and Foundation Engineering 5th Sem /Civil/May 2015 Diploma Paper

Clay is a _________ grained soil. Porosity is also known as ______________ The diagram used to represent constituents of a soil mass is _______ The consistency limits are also known as _______________ Darcy’law is valid for _____________________ The increase in volume of soil mass on addition of water is ________________ Creep occurs more in ___________ Soils. The upward movement of soil is ___________________ Tilt is an example of ____________________ Sheep foot rollers are suitable for compacting ______________ soils. For a spread footing, the depth of exploration should be ____________ times the width. Box type caissons are also called __________________ Pile foundation is an example of _____________ foundation. SPT is used to calculate _________ of soils. Core cutter method is used to calculate _________ of soil.

Soil and Foundation Engineering 5th Sem/Civil/2517/May’18 Diploma Paper Click Here

Section B :Soil and Foundation Engineering 5th Semester /Civil/2517/May’15 Diploma Paper

What are the factors which affect the compaction?

Disturbed & undisturbed samples and its significance.

Soil and Foundation Engineering 5th Sem/Civil/2517/May’15 Diploma Paper Click Here

Soil and Foundation Engineering 5th Semester /Civil/2517/ May 2015 Diploma PSBTE Paper

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Section c :-Soil and Foundation Engineering 5th Semester /Civil/May 2015 Diploma Paper

Define Atterbergs limits. Explain their use & practical significance.

Atterbergs limits and its use & practical significance.

What do you mean by particle size classification?

Particle size classification

Explain B.I.S. soil classification in detail.

B.I.S. soil classification in detail.

How will you determine the bearing capacity of soil by SPT method?

Determine the bearing capacity of soil by SPT method

An unsaturated 100cm3 sample of soil weighs 190 grams. If its dried weight is 160gram, calculate its water content. State the following terms with the help of phase diagram: (a) Void ratio State the following terms with the help of phase diagram: (b) Degree of saturation State the following terms with the help of phase diagram: (c) Porosity State the following terms with the help of phase diagram: (d) Specific gravity

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