Posted by on September 14, 19103 at 16:37:23:
DEBASIS BARMAN
76, Sakher Bazar Lane
P.O. Bhadrakali
D.T. Hooghly
West Bengal, India
712232
Home: -91-033-26631180
Mobile: -9810471848 (Preferably after 9.00 PM, IST)
E-mail: debasis_barman@yahoo.com,
debasisbarman@indiatimes.com
Country of Citizenship: India
Highest Grade: Engineer (Civil)
Contact Current
Supervisor: No
OBJECTIVE:
Pursuing opportunities to develop more knowledge and experience in Geotechnical Engineering field. I possess the necessary qualifications and experience to successfully meet the challenges brought about by the revolutionary changes in engineering field.
WORK EXPERIENCE
National Hydro Electric Dates Employed: 01.07.03- Continuing
Power Corporation Ltd. Grade Level: Engineer (Civil)
Sector-33 Hours per week: 45
Faridabad-121003
India
· Development of Excavation Plan of Diversion Tunnel Outlet for a 2000MW Hydropower Project in India using Autocad-2000.
Design of Tunnel Liner (Uncracked section) using STAAD PRO 2003(Developed by Research Engineers, USA)
· HRT liner of varying thickness against external water head of 15.00 m.
· HRT liner of varying thickness against a combination of full external water head of 45.00 m., internal head of 71.00m. Accounting rock participation.
· HRT liner of varying thickness against grout pressure of 180 kN/m2.
· Design of liner in pressure shaft in vertical portion considering a horizontal section: -
-External water head of 20.00 m. (800 mm thick)
-Internal water head of 103.00 m.; considering 20% head externally accounting for rock participation. (1650 mm thick)
National Hydro Electric Dates Employed: 01.04.03- 31.06.03
Power Corporation Ltd. Grade Level: Engineer (Civil)
Sector-33 Hours per week: 45
Faridabad-121003
India
· Estimation of Excavation, Mass Concreting, Shotcreting, Wire meshing and quantity of necessary support arrangements for Concrete Gravity Dam, Powerhouse, Surge Chamber, Pressure Shaft and accessories hydropower components for a 2000MW(8x250 MW) Hydroelectric project.
· Stability analysis of High Concrete Gravity dam against various load combinations (DL, WL, EQ, Uplift pressure & Silt Pressure) in 2-D method for the above project mentioned.
National Hydro Electric Dates Employed: 20.06.01- 31.03.03
Power Corporation Ltd. Grade Level: Engineer (Civil)
Sector-33 Hours per week: 45
Faridabad-121003
India
Engaged in preparation of Finite element Models of Underground Caverns in weak rock under rock cover of 120m. And interpreting the results to develop an optimum support design solution along with necessary criteria to check the incoming deformations and extent of yielded mass for a 2000 MW Hydro project in India. Total work is being done using Rocscience, Toronto package (PHASE2 ) and Itasca, USA package (FLAC3d).
Consulting Engineering Dates Employed: 01.05.99- 08.06.01
Services (I) Ltd. Grade Level: Assistant Engineer
57, Nehru Place Hours per week: 50
New- Delhi-110019
India
Supervision of Subsoil investigation including Rock drilling, Investigation of existing pavement along with performance of in-situ tests in subgrade, Pavement and Materials report preparations, Quality control works for earth filling and compaction, Identification of borrow and quarry sites for new pavement construction, Geotechnical calculations to check bearing capacity under open and deep foundations, High embankment design using Bishop’s method.
HIGHTLIGHTS OF DELIVERED PROJECTS:
Project Name: Hinduja Thermal power plant, Andhra-Pradesh, India
Client: Hitachi corporation ltd., Tokyo
Duration: June 1999-Dec 1999
Role: Geotechnical engineer
Duties: Supervision of Subsoil investigation including Rock drilling, Quality control works for earth filling and compaction.
Project Name: Panagarh-palsit road section, West-Bengal, India
Client: National Highway Authority of India
Duration: Jan 2001 to June 2001
Role: Geotechnical Engineer
Supervision of Subsoil investigation including Rock drilling, Investigation of existing pavement along with performance of in-situ tests in subgrade, Pavement and Materials report preparations, Identification of borrow and quarry sites for new pavement construction, Geotechnical calculations to check bearing capacity under open and deep foundations, High embankment design using Bishop’s method.
Project Name: HVM Expressway, Hyderabad
Client: National Highway Authority of India
Duration: July 2001 to Oct 2001
Role: Geotechnical Engineer
Supervision of Subsoil investigation including Rock drilling along the existing alignment of HVM Expressway.
Project Name: Mecheda-Haldia Road section, west-Bengal
Client: National Highway Authority of India
Duration: Nov 2001 to June 2002
Role: Geotechnical Engineer
Supervision of Subsoil investigation, Investigation of existing pavement along with performance of in-situ tests in subgrade, Pavement and Materials report preparations, Identification of borrow and quarry sites for new pavement construction, Geotechnical calculations to check bearing capacity under open and deep foundations, High embankment design using Bishop’s method.
Supervisor’s Name: Mr. P K GUN, ED, Phone: 91-033-3597306
EDUCATION:
Masters in Soil Mechanics & Foundation Engineering, 1999
Jadavpur University, Calcutta (India)
Bachelor Degree in Civil Engineering, 1997
Jalpaiguri Govt. Engineering College
West Bengal, India
RESEARCH TOPICS: -
EVALUATION OF STIFFNESS AND DAMPING OF SINGLE HEADED FREE PILE EMBEDDED IN TWO LYERED HETEROGENEOUS SOIL MEDIUM SUBJECTED TO TRANSLATIONAL AND ROTATIONAL MODES OF VIBRATION.
MEMBERSHIP IF ANY
1. MEMBER OF INDIAN GEOTECHNICAL SOCIETY.
2. MEMBER OF INDIAN SOCIETY OF ROCK MECHANICS AND TUNNELLING.
JOB-RELATED SKILLS:
Proficient in the use of
· Microsoft Office-2000
· Autocad-2000
· Finite element software’s
Phase2, Rocscience, Canada
FLAC3d, Itasca, USA
STAAD PRO 2003, Research Engineers, USA