DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING

FACULTY OF ENGINEERING

UNIVERSITY OF RUHUNA

INDUSTRIAL TRAINING REPORT SUBMITTED IN PARTIAL FULFILMENT OF THE DEGREE OF BACHELOR OF SCIENCE IN ENGINEERING

15th November 2010

ABC consultants pvt ltd

(From 26th January 2015 to 24th April 2015)

RANASINGHE A.B.C. (RU/E/2011/000)

PREFACE

This report was prepared in relation to the Industrial Training Program for Engineering Undergraduates conducted by University of Ruhuna. The training period was 12 weeks at ABC Consultants (Pvt.) Ltd.

...

.

Ranasinghe A.B.C

RU/E/2007/000

Department of Civil and Environmental Engineering,

University of Ruhuna.

ACKNOWLEDGEMENT

I would like to thank some persons and organizations who really helped me during the training period. .

Ranasinghe A.B.C

RU/E/2011/000

Department of Civil and Environmental Engineering,

University of Ruhuna.

CONTENTS

Chapter 1 Training organization

1

1.1 Structure of the organization

2

Chapter 2 Technical Detail

4

LIST OF TABLES

2.1

Project Details.

4

2.2

Training Schedule

5

LIST OF FIGURES

1.1

Organization Structure

2

2.1

Map of

4

..

Chapter One

Introduction to the Training Establishment

1.1 Company Profile..

1.2 Organization Structure

(Team LeaderDeputy Team LeaderSenior Geotechnical EngineerSenior Material EngineerSenior Design EngineerHighway EngineerFinancial ManagerFinancial ManagersAdministrative StaffTechnical OfficersOffice AssistantsDriversTranslatorsConstruction EngineersDesign EngineersProject Planning EngineerPlanning EngineersGeotechnical EngineersSafety managers)Staff of the ABC Consultants mainly consists of Japanese as well as the Sri Lankan employees. According to the project company keep a separate head office and subordinate offices with the qualified staff.

(Figure 1.1: Organization Structure)

Chapter Two

Technical Details

2.1 Introduction to Project.

(Figure 2.1: Map of )

2.2 Introduction to the work site.

Project Details

Project Name:

Client: ..

Contractor:

Consultant: ..

Engineer: ..

..

(Describe the technical details Do the sectioning as you wish)2.3 Soft Ground Treatment

Due to the nature of soft layer in the site, soft ground improvement works are necessary for limiting settlement of the embankments after formation and for enhancing stability of the embankments. Type A, Type C, Type C, Type I and Type H adopted for ground improvement works

..

2.4 Pilling..

The outer circular highway project to the city f Colombo is 11km long, of which 1032 nos of 1500mm diameter bored piles will be constructed by the winch machine.

2.4.1 Setting out pile position

The position of the proposed pile will be set out by survey team in accordance with approved pile layout plans and related construction drawings. The procedure for setting out will be as follows

..

(Table 2.4: Compliance Values for Support Fluid)

Property to be Measured

Test Method and Apparatus

Compliance values measured at 20C

As supplied to Pile

Samples from the pile prior to placing concrete

Density

Mud Balance

Less than 1.10 g/ml

Less than 1.15 g/ml

Viscosity

Marsh Cone

30 to 70 seconds

Less than 90 seconds

2.5 Concreting

Reinforced concrete structures are use in site mainly for piles, pile caps, piers, abutments, culverts and for bridges. Concrete is a mixture of cement, water, fine and coarse aggregate and admixtures

.

(Figure 2.46:Slump Cone Test) (Figure 2.42: Aggregate Bins)

2.6 Laboratory Tests

2.6.1.3 California Bearing Ratio Test (CBR) (BS 1377 Part 4)

(Figure 2.60: Graph of load vs penetration)

(Load on test specimen at 2.5mm penetration x 100%...............eq(5)Load on standard crushed stone at 2.5mm penetration)

Calculations: CBR1 = .

Chapter Three

(Describe the Management Details Do the sectioning as you wish)Management Details

3.1 Management Techniques

.

3.2 Labor Management

3.3 Site Documents

3.6 Financial Management

.

..

3.7 Safety Management

..

Chapter Four

Summary and Conclusions

4.1 Summary

During 12 weeks of my training experience in ABCs Pvt. Ltd, I was able to involve with site work, laboratory work as well as the administrative and office work.

4.2 Conclusions

At the University, we were taught many theories and given chances to do several practical, experiments and tests to understand the concepts.

References

Engineering Civil, http://www.engineeringcivil.com

About Civil, http://www.aboutcivil.com

ELE International, http://www.ele.com

Sathyakumar, A. R., (2007), Concrete Technology, Oxford University Press, New Delhi

(Appendix 1Design and Specifications)

(P2)Design of beam F1B2 (300*650)

(P1) (E) (D) (C) (B) (A)

AB

BC

CD

DE

gk

qk

gk

qk

gk

qk

gk

qk

SW

4.7

4.7

4.7

4.7

From slabs

1

3.1

3.1

3.3

3.3

5.3

5.3

4.5

4.5

2

2.4

2.4

2.5

2.5

5.3

5.3

3.4

3.4

Total

10.2

5.5

10.5

5.8

15.3

10.6

12.6

7.9

max

23.1

24

38.4

30.3

min

10.2

10.5

15.3

12.6

P1

P2

Gk

Qk

Gk

Qk

Gk

Qk

Gk

Qk

SW

3.51

3.51

3.51

3.51

From slabs

1

4.71

4.71

4.25

4.25

6.92

6.92

5.7

5.7

2

4.99

4.99

4.48

4.48

6.8

6.8

5.5

5.5

Total

13.21

9.71

12.24

8.73

17.23

13.72

14.71

11.2

max

178.16

255.62

min

69.55

96.38