MD ALE IMRAN Objective

M.Tech (CIVIL)

Intend to build a career with organization with professionally committed and

dedicated people, who help to explore myself fully and utilizes my talent to

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its optimum level and to be a part of team to achieve organization’s

acf7y0@r.postjobfree.com objective.

Personal Information Academic Profile

Course Board/University Year percentage/Class

Fathers’ Name : MD Ayub

65.28 %,1st--Class

S.S.E B.S..E.B 2003

Date of Birth : 15th July 1988

75.60 %,1st Class (Hons)

DIP.ENGG(Civil) A.M.U 2007

Sex : Male.

84.20 %, 1st Class (Hons)

B.E (Civil) A. M.U 2012

Nationality : Indian.

85.82 %, 1st Class (Hons)

M.Tech (Hyd.Str) A.M.U 2014

Marital Status : Single.

Achievements & Personal Skills

Permanent Address

Qualified in GATE Exam for three successive years i.e. 2012, 2013 &

Vill - Nekula

2014. A GATE Score of 623 is acquired in 2014.

P.O - Baghwa

JE (2012) qualified conducted by SSC

Via - Barsoi

Enthusiastic, creative and willing to assume increased responsibility.

Katihar(Bihar)-854317.

Ability to adapt quickly to challenges and changing environments.

Personable, articulate and professional in both appearance and manner

Computer Skills

Basic knowledge of computers like MS Word, MS Excel, MS Power Point

ACADEMIC PROJECT

M.Tech Project

Title : Reliability Analysis of Bridge Pier against Scour in Cohesive

Sediment.

Project Description :

Generally all analytical, semi-empirical or empirical equations for bridge

pier scour mostly developed so far are only for noncohesive sediment. There

is relatively little literature available for scour around bridge pier in cohesive

sediment. The aim of this study was to carry out the reliability analysis of

bridge pier against scour in cohesive bed. Recently developed deterministic

scour prediction model by Oh et. al. (2009) and an object oriented

constrained optimization using efficient spread sheet algorithm for FORM

has been used for the reliability analysis. To achieve a desired safety level in

the design of pier foundation, reliability based safety factor is proposed. The

influence of uncertainties, probability distribution of basic input parameters

on failure probability and reliability index has been studied in detail. An

attempt was also made to study the influence of correlation among input

parameters on reliability index and failure probability of the bridge pier. A

sensitivity analysis was also carried out to assess the relative contribution of

the individual basic parameters on reliability.

B.E Project

Title : Soil Investigation and Design of Foundation Of Truss and Vibrating

Machines.

Project Description :

The project deals with the determination of various soil

properties like grain size distribution, index properties, specific gravity,

shear strength, bearing capacity etc. and design of for Foundation For

Truss and Vibrating Machine proposed at A 2 Z WASTE

MANAGEMENT ALIGARH LTD. near Sewer Pump Station, Sasni Gate

Mathura Road, Aligarh.

Place:

MD ALE IMRAN

Date:

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