SPPU Civil Engineering (Semester 6)
Foundation Engineering
May 2015
Total marks: --
Total time: --
INSTRUCTIONS
(1) Assume appropriate data and state your reasons
(2) Marks are given to the right of every question
(3) Draw neat diagrams wherever necessary


Answer any one question from Q1 and Q2
1 Explain with neat sketch ?ash boring?
6 M

2 Define:
a) area ratio
b) inside clearance
c) outside clearance
6 M

Answer any one question from Q3 and Q4
3 Explain modes of shear failure.
7 M

4 Explain various types of mat foundations.
7 M

Answer any one question from Q5 and 6
5 Explain the terms:
a) allowable settlement,
b) differential settlement,
c) elastic settlement
d) consolidation settlement.
7 M

6 Explain with a neat sketch square root of time fitting method for determination of coefficient of consolidation.
7 M

Answer any one question from Q7 and Q8
7 (a) Differentiate between cast in situ piles and driven piles.
6 M
7 (b) Write note on ?ile load test and interpretation of test results?
6 M
7 (c) Explain in detail negative skin friction on piles.
4 M

8 (a) Compute the efficiency of pile group consisting of 20 piles arranged in four rows, if the diameter of the pile is 400mm & spacing is 1m center to center by using:
i) Converse Labbare's formula
ii) Seiler keeney's formula
iii) Feld's rule.
6 M
8 (b) What is pier? Explain different methods of installation of pier.
5 M
8 (c) Explain different parts of well foundation with a neat sketch.
5 M

Answer any one question from Q9 and Q10
9 (a) Write detailed note on 'earth and rockfill cofferdam'
6 M
9 (b) Explain with sketch 'circular type cellular cofferdam'
4 M
9 (c) Explain with sketch construction under reamed piles.
6 M

10 (a) Explain ?tone column technique?of soil improvement.
6 M
10 (b) What are the engineering problems associated with black cotton soil as a foundation.
5 M
10 (c) Explain method to determine depth of embedment in cantilever sheet pile wall with simplified assumptions.
5 M

Answer any one question from Q11 and Q12
11 (a) What are the various types of geosynthetics used in road pavements.
6 M
11 (b) What are different functions of geosynthetics? Explain any four with sketches.
7 M
11 (c) Explain different liquefaction hazard mitigation methods.
5 M

12 (a) What is liquefaction? Explain any three effects of liquefaction.
7 M
12 (b) Enlist & explain different types of seismic waves.
6 M
12 (c) Differentiate between reinforcement in soil and reinforcement in concrete.
5 M



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