Shabbir Ahmed Osmani

Shabbir Ahmed Osmani

Lecturer
Civil Engineering

Contact Information

Cell Phone: 01751232163

Area of Study

Water and wastewater monitoring system, Uncertainty analysis.

Publications

Integrating fuzzylogic with Pearson correlation to optimize contaminant detection in water distribution system with uncertainty analyses

Integrating fuzzylogic with Pearson correlation to optimize contaminant detection in water distribution system with uncertainty analyses Shabbir Ahmed Osmani & Bijit Kumar Banik & Hazrat Ali Springer, Nature Switzerland AG 2019 Abstract: An effective detection algorithm, supervising an online water system, is expected to monitor changes in water quality due to any contamination. However, contemporary […]

Read More...

Analysis of compressive strength of concrete using different Sulphonated Naphthalene Polymer based admixtures

Analysis of compressive strength of concrete using different SulphonatedNaphthalene Polymer based admixtures Shabbir Ahmed Osmani Abstract: The use of super plasticizers has growning popularity for the improvement of properties of fresh and hardened concrete. These admixtures are frequently used in ready mix concrete, pre-stressed concrete, pilling, pumped Concrete, hot weather concreting, culvert, dams, bridge, superstructures […]

Read More...

Variation of stresses at different nodal points in a isotropic beam using ANSYS

Variation of stresses at different nodal points in a isotropic beam using ANSYS Shabbir Ahmed Osmani   ABSTRACT: Compression and tension phenomena are being developed in the analysis of beams using different approaches. Different approaches sometimes result in vary close variations with each other. The simulation software ANSYS uses the finite element concept to visualize […]

Read More...

Comparison of Pile Settlement and Bearing Capacity in Cohesionless Soil

Comparison of Pile Settlement and Bearing Capacity in Cohesionless Soil Shabbir Ahmed Osmani and Jafor Ahmed Limon Abstract: In homogeneous cohesionless soil when piles are installed, the soil near the pile gets disturbed to a distance of a few pile diameters around its periphery. In driven piles, this disturbance results into compaction and increased density of […]

Read More...

Seismic Analysis of Siri Dam Using Pseudo-Static Approach.

Seismic Analysis of Siri Dam Using Pseudo-Static Approach Shabbir Ahmed Osmani, Md. Jahir Bin Alam   Abstract: In this study, the seismic risk analysis of Siri embankment dam, situated on Meghna river has been performed using pseudostatic method. The dam was selected for four reasons: Firstly, the dam is situated in Zone II, which is becoming very […]

Read More...