Resume of D. Sivarajan * P a g e

D. SIVARAJAN

*A-4, Sundarambal Nagar, Kuthalam Po & Tk

Nagapattinam Tamil Nadu India - 609 801

Mobile: 904-***-**** Email: aczdbq@r.postjobfree.com

Career objective

“I am seeking an opportunity to merge my initiative, enthusiasm and to add value, both to the organization and myself. I aim at expanding my horizons and developing skills in the field of Civil Engineering and to work in a dynamic environment, which provides opportunities for my growth.” Area of Interest

Site Engineering Drafting Structural Designing

Material Handling Quantity Surveying Manpower Planning

Project Panning Quantity Assurance / Control Construction Management Education Credential

Degree Institution Year %/CGPA

BE (Civil Engineering) As-Salam College of Engineering and Technology, Aduthurai 2016 6.4 Class Xll Government Higher Secondary School, Kuthalam 2012 66 Class X Government Higher Secondary School, Kuthalam 2010 83 Technical Knowledge

Design Packages : AutoCADD, Staad pro, Revit architecture Office Packages

: MS Office

Operating Systems : Windows XP,7,8, Vista

Certificate

Course Name Institute Location Year

Professional in Building Design CADD Centre Training Services Kumbakonam 2016 Project Summary

MINI PROJECT

TITLE: “DESIGN OF POLYTECHNIC COLLEGE BUILDING”

OBJECTIVE CONCLUSION

The main aim of this project is to planning and

structural design a college building at Thirumangalakudi Aduthurai (G+2), for the achievement often acceptable probability that the structure is designed within

appropriate degree of safety & perform satisfactorily during its intended life of students. The design is done according to the limit state method of design and

conforming to the Indian standard code IS456-2000. The slabs are designed as both one way and two way slabs by limit state method. The beams are designed by

considering the maximum loading condition and

maximum bending moment. The column is designed as a short axially loaded column. Isolated rectangular footing is provided for the foundation. Doglegged staircase with tread and risers is provided. Lintel cum sunshade is designed by limit state method.

From the work done, We conclude that the

design of a college building is successfully

designed satisfying the desired requirements and

also attaining the required limit of safety in all aspects. In this design, the slabs are designed as two way slabs provided with torsion

reinforcements in corners. The beams are

designed as singly reinforced beam and the

column as short axially loaded column by limit

state method. The column load is transmitted to

the earth by providing the economical isolated

footing. The access to the next level is provided

by the staircase with treads and risers which are

designed in accordance with the working stress

method. By limit state method. Thus the main

objective of designing a structure that performs

successfully during its utility periis achieved.

MAIN PROJECT

TITLE: “EFFECT ON DURABILITY OF CONCRETE USING SILICA FUME” OBJECTIVE CONCLUSION

Concrete is probably the most extensive used

construction material in the world. Now a day’s

enormous development occurred in the field of concrete technology. The use of supplementary cementitious

The interest of use of silica fume in cement

mortar and concrete is of high. Use of silica fume in concrete is of 15% of replacement of cement

give good strength results and durability

Resume of D. Sivarajan 1 P a g e

material in production on concrete can result in major saving of energy and cost. It also helps to improve strength, durability, impermiability and chemical

resistance of concrete. The referral concrete M40 was made using 53 grades OPC and the other mixes were

prepared by replacing part of OPC with silica fume. The replacement levels were 5%, 10%, 15% (by weight) for silica fume. The present study investigates the effects of silica fume & super plasticizer on strength properties of M40 grade concrete. The experimental program is design to find the compressive strength of concrete by partially replacing the cement in concrete production. The

replacement levels of cement by silica fume are selected as 4%, 8%, 12%, 16%, and 20% for constant water

cementitious material ratio of 0.43. For all mixes compressive strength is determined at 3,7,28 days for 150 x 150 x150mm size cubes. Current experimental

study shows that 12% replacement of cement by silica fume gives higher strength. Both the physical and

chemical properties of silica fume and cement are in compliance with the standard. In mixes blended with high percentage of silica fume. The water demand will be more because of fineness of silica fume. By effect usage of silica fume in optimum percentages in concrete may make concrete economic friendly.

improvement. Water permeability, absorption

was much improved in use of silica fume which

leads to increase in density of concrete. Use of

silica fume in prepares in acid resistance

concrete such as chloride permeability, sulphate

resistance showed good results. It is observed

that in accelerated electrolytic corrosion test

weight loss of steel in the alccofine is less, so in alccofine normal cover is sufficient to prevent

steel from corrosion due to its pure filling and

pore refining of particle. Improvement in use of

silica fume with fly ash and steel fibres showed

better results than conventional concrete. Use of

silica fume showed better improvement in flow

of ability of concrete and cement mortar. The

entire two mineral admixtures were very

effective in improving the strength and durability of concrete. The main aim of silica fume

replacement is to increase strength of hardened

concrete. Tensile strength and flexural strength

is also greater with 10% silica fume from the

results. It was found that the optimum

replacement of silica fume and fly ash are 10%

and 15% respectively. By adding fly ash the 3, 7,

28 days length is less than that of normal

concrete and strength improves at later ages

because of slow pozzolanic reaction.

Workshop

Area Institution Year

“DISASTER THROUGH BUILDING COLLAPSE” Karunya University, Coimbatore 2014 In Plant training

Industry Location Year

“INDIAN RED CROSS SOCIETY TRAINING” A.V.C. College of Engineering, Mayiladuthurai 2013 Extra Curricular Activities

NCC in “A” grade

Typewriting in first class

Core Competencies

Professional, growth oriented, easy adaptive and quick learner.

Talented, independent, responsible, hardworking and efficient in analytical complex solving issues.

An extrovert with very good blending capabilities.

An absolute team player with good communication skills.

Ability to deal with a diverse range of cultures and nationalities internationally.

Highly competent self-motivated, hard-working with the ability to rapidly learn and apply new skills. Personal Details

Name D. Sivarajan Languages English, Tamil

Father’s Name C. Durai Date of Birth 30-05-1995

Sex Male Marital Status Single

Nationality Indian Passport No P0416890

Age 21 Native Place Nagapattinam

Declaration

I (D. Sivarajan) hereby declare that the above information given by me is true to the best of my knowledge. Place: Yours Sincerely,

Date: (D. Sivarajan)

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