Experience

PROFERT S.A.

• Civil Engineering
• 1 - 100 Employee

• Engineering Geologist

  • Nov 2022 - Present

  Slope Stability Analysis Reports • Provided the following slope stability analysis report for Work order 04, 05 and WO-02 at NEOM SPINE Earthwork, Upper valley. • Stratigraphy and geological formation. • Evaluation and characterization of each encountered layer • Identification and description of each layer • Conducting field test to assess and determination of strength of rock • Collection and identification of discontinuity and fractures properties. • The stability analysis result performed for the proposed earthworks excavation to ensure that the excavation cuts will be generally safe and the factor of safety in the range of the required factor of safety for this kind of work, considering zero probability of failure, based on the strength and the following parameters. • appropriate and safe slope angle • number and height of the slope faces • number and width of berm(bench)  The analysis aims to ensure the safety of slope cut during excavation phases and for future development structures.  Have a good knowledge to overcome the expected Risk assessment of external factor such as environmental condition, metrology such as heavy rainwater (flood protection) and hazard collapse etc, and to be more conservative for workers safety. Geological Mapping, Geotechnical and Support work • Geological Mapping of open cut slopes of Different Zones at Spine Earthwork • Rock Mass Rating (RMR), Slope mass rating (SMR) AND GSI • Detail Geological inspection of mapped area finalize the rock class. • Detail study of Discontinuities. • Complete Design Work by using AutoCAD and Dips software for support work i.e., Rock bolts, shotcrete, wire mash, and weep holes where needed. • Supervision of installation of Rock Bolts Supervision of Shotcrete • Provide a Geotechnical Hazards reports after heavy rain fall in different Zones of Spine Earth Work Show less



PowerChina Gansu Energy Investment Company Limited

• China
• Construction
• 1 - 100 Employee

• Engineering Geologist

  • Jun 2020 - Aug 2022

  Working as a Engineering Geologist at Diamer Basha Dam the concreted-filled gravity dam having capacity of 4500 MW and well have gross water storage capacity named POWER CHINA which makes a joint venture of FWO (Frontier Work Organisation) under the consultancy of MWH Global DOLSAR (Turkish Consulting Company) National Engineering Service (NESPAK),Associate Consulting Engineering (ACE) and Mott Mcdonald Pakistan (MMP). Major duties are:  Experience in Drill and Blast New Austrian Tunneling Method (NATM) Tunnel excavation and construction  Geological mapping and Support:  Tunnel Mapping By using Q-System  Portal Slopes, Power intake, Dam foundation and Cut slopes and its digitization by using Rock Mass Rating (RMR), Slope Mass Rating (SMR) and Geological Strength Index (GSI) methods.  Supervision of installation of Rock Bolts ;SD Rock Bolts, SN Rock Bolts, Tension Rock Bolt, Swelex, Spill bolts, Canopy tubes, Wire mesh & Lattice grader  Supervision of Shotcreting, waterproofing and secondary Lining to tunnel and subsequent tunnel fit outworks  Fiber reinforced and Plan shotcrete  Supervision of installation of 700KN (20m) and 100KN (30m) Ground Anchors in Slope  Provide support according to the condition of rock for reinforcement  Geotechnical investigations: Supervision of core drilling with wire line method, detail Geo-logging of core, WPT, bore hole camera scanning, installation of pizometers, installation of inclinometer(for slope stability) and dilatometer. Supervision of over core drilling: Installation of high cell Show less



National Development Consultant NDC

• Pakistan
• Construction
• 1 - 100 Employee

• Engineering Geologist

  • Jun 2018 - Jun 2020

  Supervision of underground excavation by NATM  Supervision of Open Cut Blasting.  Geological mapping: Tunnels and Power House by Q-System  Portal slope , dam foundation Power intake and Outlet by using RMR ,SMR & GSI  Digitization of geological maps  Supervision of installation of ground anchors  Supervision of Shotcreteing waterproofing and secondary lining  Rock bolts installation i,e SD, NS, Tension & Swelex rock bolts  Excavation and support according to rock classification (Q system and RMR system)  Supervision for Layout of Weir Site different sections according to Drawings i.e. Weir Axis, Overflow Section, Non over Flow Section, Intake Section, Stilling Basin with help of surveying.  Supervision of Excavations for the Coffer Dam & Diversion Channel.  Construction supervision of Coffer Dam Stone Masonry and Gabion Walls for the protection of abutments.  Consolidation grouting of surrounding strata in poor ground conditions.  Detailed engineering geological mapping of the relocated KKH and the preliminary geotechnical design of excavation slopes on the basis of detailed engineering geological mapping. Detailed engineering geological mapping of the resettlement areas and the preliminary geotechnical design of excavation slopes on the basis of detailed Engineering geological mapping.  Geological and geotechnical conditions of dam site, underground powerhouse complex and waterway alignment etc. on the basis of Rock Mass Rating System (RMR) and Q-System. Show less



CGGC Intl.

• China
• Civil Engineering
• 200 - 300 Employee

• Engineering Geologist

  • Sep 2015 - Jun 2018

  Worked as a Engineering Geologist Neelum Jahlum Hydropower project Muzaffarabad Pakistan with CGGC & CMEC under the MWH supervisionof DOLSAR,National Engineering Service (NESPAK),Associate Consulting Engineering (ACE) and NDC Major duties are: Geological mapping by using (Q-System and RMR )  Provide support according to rock classification Super supervision of Drill and blast  Supervision of installation of Rock Bolts ; Canopy tubes, Wire mesh & Lattice grader Supervision of Shotcreting and of installation Ground Anchors in Slope  Core Drilling Bore Hole Logging & Probe Drilling  Grouting:  Supervision of high pressure (5Mpa) Grouting  Supervision of Contact Grouting for cavities fill in walls & crown by drilling the borehole in the concrete lining and 40 cm into rock at Headrace Twin Tunnel  Supervision of Consolidation Grouting in the rock at Grout Pad foundation to give the strength to the foundation by drilling mostly 5m into the rock  Supervision of Curtain Grouting along Dam Axis in Drainage Gallery, Grouting Gallery, and at Grout Pad to reduce the permeability and seepage to counter the hydrostatic pressure and also to change turbulent flow into linear flow  Supervision of Grouting by using Grout mix design with 4% filler, 6% filler and admixture where consumption is high where consumption is high  Supervision of chemical grouting (using sodium silicate) at curtain line to increase the setting time of grout in the hole.Supervision of Joints Grouting to fill the contraction joint between the blocks at Intake, Spillways, Sedimentation Basins, Collecting Canals, Debris Channel, Flushing Gallery, Gate Chambers  Water test for Joint Grouting in order to observe the leakage from concrete and contraction joint, estimating the consumption, and connection with other grout pipe  Supervision of Skin Grouting between the Steel Liner & Concrete Inspection of temperature, dust, noise, humidity, air flow, CO2 & other gases in the tunnel Show less