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Soil and Foundation Engineering 5th Sem/Civil/May 2016 Diploma Paper

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Download Previous Year Diploma Paper of Soil and Foundation Engineering 5th Exam/Civil/May 2016

Soil and Foundation Engineering 5th Semester /Civil/2517/May 2016 Diploma PSBTE Paper

                                              SECTION-A

Q1. Fill in the Blanks                                                                                          15×1=15

  a. Permeability of coarse grained soil is ______________than fine grain soil.
  b. For fully saturated soil the value of S = _____________ (%).
  c. The consistency limits are also known as ______________
  d. The compression of saturated soil due to expulsion of water is called _____
  e. For purely cohesive soil the angle of shearing resistance is ____________
  f. During compaction the voids of soil ___________________
  g. Plate load test is used to determine _____________ of soil.
  h. A block sample is ____________ sample.
   i. Pile foundation is an example of ____________ foundation.
   j. Piles which resist tensile forces are called _____________ piles.

True and False 1×5=5

  a. If N values for soil mass are more in SPT, the soil is termed as loose.
  b. Well compacted soil has more percentage of voids.
  c. Clay has particles size greater than 0.002mm.
  d. Bearing capacity of soil increases with compaction.
  e. Void ratio of loose soil is less than compacted soil.

                                  SECTION-B

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

    a. Explain Darcy’s law & give its limitation?
    b. What is transported soil, explain its types?
    c. What do you mean by atterberg’s limits?
    d. Drive the relation between e,S&w?
    e. What are the various types of shallow foundations?
    f. Write a short note on OMC?
    g. What is core cutter method?
    h. How shear strength is determined by direct shear test?
    i. What is the purpose of soil exploration?

                                   SECTION-C

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

 I. State the following terms,
    a) Creep               c) Plastic flow
    b) Heaving          d) freeze and thaw of soil
II. What is shallow foundation? Explain its types? What are the main factors affecting depth of shallow foundation?
 III. What is permeability of soil? Give its importance in solving different soil engineering problems?
 IV. What is bearing capacity of soil, explain sand drain method in it?
  V. A fully saturated sample of soil has a volume of 25 cc and a weight of 40 g. After drying in the oven, its weight is 28 g. With the help of phase diagram, calculate void ratio, Porosity, Degree of saturation, water content and saturated unit weight of soil?

a. Explain Darcy’s law & give its limitation?
b. What is transported soil, explain its types?
c. What do you mean by atterberg’s limits?
d. Drive the relation between e,S&w?
e. What are the various types of shallow foundations?
f. Write a short note on OMC?
g. What is core cutter method?
h. How shear strength is determined by direct shear test?
i. What is the purpose of soil exploration?

Differentiate between compaction & consolidation.

Darcy’s law and its limitation.

Concept of Shallow and Deep foundation.

Permeability and  its concept.

Total stress and effective stress.

Difference between void ratio and porosity.

Factors affecting bearing capacity o soil.

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

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

a) Creep

c) Plastic flow                                                                                                                          b) Heaving

d) freeze and thaw of soil

Shallow foundation and its types

Main factors affecting depth of shallow foundation

Permeability of soil

Importance in solving different soil engineering problems

Bearing capacity of soil

sand drain method

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