Muhammad Faizan Malik

Experience

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  Mehria town Pvt. Ltd

  Jan 2019 - Jan 2019

  Engineering Intern

  I was involved in following Construction activities of Mosque at Mehria Town:• Foundation excavation of Mehria Town Mosque.• Compaction was carried up to the mark before placing of lean concrete.• Placing and Fixing of reinforcement bars for column Footings.• Erection of formwork.• Pouring of concrete.At the completion of my Internship, the Construction of Mosque was in progress.Construction activities Mehria Mall & Residencia:• General Layout of Shopping mall.• Erection of Formwork for Beams & Slabs.• Placing & fixing of steel bars of Beams & Slabs as per drawing.At the completion of my Internship, the Construction of Mehria Mall & Residencia was in progress.• There was no batching plant at Project.• All the concrete batching was carried out in Mixer at Site. Accomplishments at Steel Rebar Fabrication (Cutting Bending) site:• Checking the cut lengths of steel, bending angles and required bend length of stirrup (for Beams) & tie (for columns) bars as per drawing specifications. Mas kaunti

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  WAPDA

  Jan 2019 - Jan 2019

  Trainee Civil Engineer

  During Internship tenure, involved in activities as under:• Monitoring and Evaluation of hydrostatic pressure at time of impounding/depletion of Tarbela Reservoir.• The Different arrangements have been witnessed to monitor the pore-pressure from different parts of the Dam Vicinity (i.e. ancillary structures). It is constantly measured and studied at the downstream toe of the dam and through the right and left abutments to keep minute observation on the underground seepage patterns.• Main Structures that were monitored: i. Left abutment of MED.ii. Right abutment of MED.iii. Main embankment dam.iv. Auxiliary Dam One.v. Tunnels.vi. Auxiliary dam Two.vii. Service spillways.viii. Auxiliary spillways.ix. Upstream blanket.x. Foundation(s). Instruments that are monitored for hydrostatic measurement are as under:• Electrical Instruments (Including Vibrating wire piezometers).• Sandpipe Instruments (Including Casagrande Piezometers, Open Standpipe piezometers and Sealed Standpipe Piezometers).• Pneumatic Instruments (Including pressure governed Piezometers).Deformation Measurement:• Carried out deformation measurement by means of two ways. DFSD's (Dual Fluid settlement Devices).• Survey Marker Points. (Measurement of settlement or rebound by means of elevation differences).All the monitoring observations depends chiefly on following parameters:-• Deformations.• Displacements either vertical or horizontal.• Hydrostatic/pore pressures. Mas kaunti

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  University of Wah

  Jan 2022 - Jan 2023

  MS Reserach Scholar