P.KALPANA
Email:*****.****@*****.***
Contact No:
Address for communication:
H-147,Phase-I,
Anna Nagar,
Trichy: 620026.
Personal Information:
Father’s name : D.Periasamy
Mother’s name: P.Vijayalakshmi
Date of Birth : 28.07.1995
Sex : Female
Nationality : Indian
Marital Status : Unmarried
Objective
Career Objective:
Intend to work with diligence and commitment to
build on existing skills in the field of expert. To be precise and expect a challenging position combining professional skills and interpersonal skills.
Academic Profile
Completed Bachelor’s Degree in Civil Engineering from K.Ramakrishnan College of Technology, Trichy with an aggregate of 80% (2013-2017).
Completed higher secondary (12
th
) in Boiler plant girls higher
secondary school with an aggregate of 84% (2012-2013).
Completed (SSLC) in Kendriya vidyalaya with an aggregate of 82% (2010-2011).
Assets
Self-motivated and work well under pressure.
Driven to learn new ideas and skills.
Enthusiastic, adaptive and willingness to assume increased responsibility.
Determination to complete any task.
Computer Skills
Working knowledge in Auto CAD
Operating System: Windows 2007 & Windows XP
Packages: Basic knowledge in MS PowerPoint & MS Word Co-curricular Activity
Attended workshop on Self Compacting Concrete at NIT, Trichy.
Participated in 3D printing workshop at
K.Ramakrishnan College of Technology, Trichy.
Attended workshop on GPS and GPRS at NIT, Trichy. Training Undergone
Underwent In-plant Training on Advanced Total Station at K.Ramakrishnan College of Technology, Trichy. Undergone for 5 days.
Underwent In-plant Training in NIT, undergone for 10 days
(21.06.2016 to 01.07.2016) Trichy.
Project Details
Title: Forming an empirical equation for stabilized soil subgrade by modulus based test.
Description:
To derive a relationship between subgrade strength obtained from the dynamic cone penetration test and conventional CBR test.
To derive a relationship between the modulus of soil from laboratory Triaxial test and Light Weight Deflectometer.
To develop empirical equation for modulus and strength of stabilized subgrade.
The empirical equations are
Y=-8.487ln(X)+36.805
Y= 0.06X+1.4175
Declaration:
I hereby declare that all the details provided above are true to the best of my knowledge.
Date: Yours Sincerely
Place: (P.KALPANA)