MAHATMA GANDHI INSTITUTE OF TECHNOLOGY

Gandipet, Hyderabad – 500 075

DEPARTMENT OF CIVIL ENGINEERING

Professional Practice School

Merit List – Revised

Rank	Roll  Number
1	12261A0160
2	12261A0148
3	12261A0117
4	12261A0112
5	12261A0106
6	12261A0110
7	12261A0154
8	12261A0153
9	12261A0150
10	12261A0128
11	12261A0114
12	12261A0134
13	12261A0121
14	12261A0139
15	12261A0122
16	13265A0111
17	12261A0145
18	12261A0123
19	12261A0151
20	12261A0125
21	12261A0157
22	12261A0132
23	13265A0104
24	12261A0101
25	13265A0110
26	12261A0119
27	13265A0108
28	13265A0105
29	12261A0124
30	12261A0135
31	13265A0106
32	12261A0120
33	12261A0111
34	12261A0113
35	13265A0112
36	12261A0140
37	12261A0115
38	12261A0109
39	13265A0107
40	12261A0136
41	13265A0109
42	13265A0103
43	12261A0127
44	12261A0143
45	12261A0129
46	13265A0102
47	13265A0101
48	12261A0146
49	12261A0131

PPS forms submission pending: 102,3,4,5,8,16,26,33,37,38,42,44, 47,49,52,55,56,58,59

Coordinator, PPS

Imp. Circular

MAHATMA GANDHI INSTITUTE OF TECHNOLOGY

DEPARTMENT OF CIVIL ENGINEERING

This is to inform all the students of II Year that the External Laboratory Examinations scheduled on Monday, 27^th April, 2015 have been postponed to Thursday, 30^th April, 2015.

HoD, CIVIL

GTE II Assignment

MAHATMA GANDHI INSTITUTE OF TECHNOLOGY

Gandipet, HYDERABAD – 500075

DEPARTMENT OF CIVIL ENGINEERING

IiI B.Tech

Geotechnical Engineering – II

Assignment – II

Last date for submission: 18-04-2015

1.    Discuss the assumptions in the Terzaghi’s Bearing Capacity Analysis and explain the stpes involved in the determination of bearing capacity of strip footings.

2.    Explain the following terms.

a.    ultimate bearing capacity

b.    safe bearing capacity

c.    allowable bearing pressure

d.    safe bearing pressure

3.    A strip footing, 1.5 m wide, rests on the surface of a dry cohesionless soil  having φ = 20°

and γ = 19 kN/m³. If the water table rises temporarily to the surface due to flooding, calculate the percentage reduction in the ultimate bearing capacity of the soil.

Assume Nγ = 5.0.    (Ans: 50%)    

4.    Compute the safe bearing capacity of a continuous footing 1.8 m wide, and located at a depth of 1.2 m below ground level in a soil with unit weight γ = 20 kN/m3, c = 20 kN/m2, and φ = 20°. Assume a factor of safety of 2.5. Terzaghi’s bearing capacity factors for φ = 20° are Nc = 17.7, Nq = 7.4, and Nγ = 5.0, what is the permissible load per metre run of the footing? (Ans: 473.5kN)

5.    Explain the method of conducting plate load test to determine the bearing capacity of soils in shallow foundations.

6.    A group of 16 piles of 50 cm diameter is arranged with a centre to centre spacing of 1.0 m. The piles are 9 m long and are embedded in soft clay with cohesion 30 kN/m2.Bearing resistance may be neglected for the piles—Adhesion factor is 0.6. Determine the ultimate

load capacity of the pile group. (Ans 3780 kN)

7.    With a neat sketch explain the component parts of a well foundation.

MAHATMA GANDHI INSTITUTE OF TECHNOLOGY

Gandipet, Hyderabad – 500 075

07-04-2015

Professional Practice School - Summer 2015

Merit List

Rank	Roll  Number
1	12261A0160
2	12261A0148
3	12261A0117
4	12261A0112
5	12261A0106
6	12261A0110
7	12261A0154
8	12261A0153
9	12261A0150
10	12261A0128
11	12261A0114
12	12261A0134
13	12261A0121
14	12261A0139
15	13265A0111
16	12261A0145
17	12261A0123
18	12261A0151
19	12261A0125
20	12261A0157
21	12261A0132
22	13265A0104
23	12261A0101
24	13265A0110
25	12261A0119
26	13265A0108
27	12261A0124
28	12261A0135
29	12261A0120
30	12261A0111
31	12261A0113
32	13265A0112
33	12261A0140
34	12261A0115
35	12261A0109
36	12261A0127
37	12261A0143
38	13265A0102
39	12261A0131

APD Assg- II

MAHATMA GANDHI INSTITUTE OF TECHNOLOGY

DEPARTMENT OF CIVIL ENGINEERING

IV B.Tech

AIRPORT PLANNING & DESIGN

Assignment No .2

Last Date for Submission: 15^th April, 2015

1.     Enumerate on the factors which govern the site selection of an airport.

2.     Explain the method of Construction of Wind Rose Diagrams for determining the orientation of a Runway.

3.     Explain Different configurations of Terminal Buildings in an Airport.

4.     Explain different types of Runway and Taxiway Markings with their dimensions.

5.     Explain how the air space of an airport is controlled.

MAHATMA GANDHI INSTITUTE OF TECHNOLOGY

Gandipet, Hyderabad – 500 075

DEPARTMENT OF CIVIL ENGINEERING

B.Tech  Project Report Preparation Guidelines

Cover Page & Certificate

Formatting Guidelines 

Order of Documents