Trainee
Parsons Brinckerhoff
Total years of experience :0 years, 6 Months
Trainee at Parsons Brinckerhoff
August 2013 - September 2013 (2 months)
I undertook training at Parsons Brinckerhoff under the risk services team. and I participated in the NEBOSH
International General Certificate, and acquired the certificate.
Trainee at Ministry of Labour
July 2012 - October 2012 (4 months)
As part of the training program, I visited construction sites, workshops and factories to inspect the level of awareness of occupational health and safety standard. In addition, we consolidated with industry leaders and
experts to initiate the occupational health and safety legislation. Moreover, the Ministry of Labor of Dubai
held a course of cranes and heavy machinery equipment safety.
Naturally Reinforced Soil Bricks for Low-Income Communities
September 2012 to May 2013
This technical note is to build upon the already existing work in the field of this ever- evolving natural building material. It plans to develop the optimum mix for a superior block
that has an excellent strength to weight ratio along with safeguards against tensile cracks,
erosion, and other possible issues that might be uncovered specific to the challenges of the regions. Achieving a safe, durable, and sustainable brick requires sound precautions mainly against the above-mentioned problems. The introduction of palm tree fibers, synthetic
fibers, and cement accomplish this. According to previous studies, natural fibers enhance the overall bond and therefore address the tensile strength issue. As such, this research is
dedicated to evaluate the strength of naturally reinforced blocks using palm tree fibers and yarns. Several mixes where casted and their associated results were documented. This study
proved that natural fibers contribute significantly in increasing the compressive strength of the soil. The maximum compressive strength of soil-bricks using reinforcing fibers was
recorded at 5.30 MPa, whereas, the maximum compressive strength of the soil-bricks casted without any addition of fibers was recorded as 1.6 MPa. The ratios of silty-clay to sand in the mix also showed an interesting variation in the strengths measured. The maximum
compressive strength of 5.30 Mpa had fiber content of 1% and length of 20 mm and Silty-
Clay to Sand ratio of 90% to 10% respectively.
Skills & Expertise
AutoCAD
Matlab
Microsoft Office
CAD
NEBOSH
Finite Element Analysis
SAP2000
Surveying
Structural Analysis
PowerPoint
Microsoft Excel
Teamwork
Microsoft Word
Research
Eviews
MS Project
Entrepreneurship
American University of Sharjah Minor, Economics, 2012 - 2014
American University of Sharjah Bachelor of Science (B.Sc.), Civil Engineering, 2009 - 2014