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MUHAMMAD AAMIR JAVED
Civil/Geotechnical Engineer
Page 1 of 5
MUHAMMAD AAMIR JAVED
Email: aamir.engr2003@gmail.com
Mob: +966 53 903 3645 (KSA)
+974 3024 1018 (Qatar)
+92 333 612 6431 (Pak)
Objective: To learn the new techniques and trends in geotechnical engineering field to establish my skills
in a multi-national environment under a prestigious multinational firm and apply the expertise
developed as practicing geotechnical engineer.
Qualifications:
M.Sc Geotechnical Engineering (2014)
University of Engineering and Technology, Lahore.
B.Sc Civil Engineering (2008); Gold Medalist
University College of Engineering and Technology,
Bahauddin Zakariya University, Multan.
Research Projects:  Failure Analysis of Dewal Landslide along Rawalpindi-Murree-Kohala Raod.
 To investigate the failure mechanism of Dewal landslide by various analysis approaches
 Field investigation to work out insitu soil characteristics.
 Laboratory testing for evaluation of shear strength and other relevant design parameters
for stability analysis.
 Comparative study for traditional LE stability analysis (Geo Slope) and state of the art
FEM based stability analysis (Plaxis 2D) results for the case study.
Other Trainings:  Project Management
 Communication Skills
 Writing Skills
 Presentation Skills
Computer Skills:  Plaxis 2D
 Wallap
 AllPile
 Geo-Slope (Slope/W, Seep/W)
 Slide
 CADAM
 Autocad
 Microsoft Office
Honors Received:  Gold Medal in B.Sc Civil Engineering.
 Promotion for Junior Engineer to Senior Engineer on July, 2011.
 Letter of Honorarium for Excellent Performance in Year 2012-2013.
 Letter of Appreciation for year 2011-2012 from NESPAK.
 Letter of Appreciation for year 2009-2010 from NESPAK.
 Awards for extracurricular activities in sports and literature.
Experience: Practicing Engineer since 2008.
MUHAMMAD AAMIR JAVED
Civil/Geotechnical Engineer
Page 2 of 5
Currently working as Design and Proposals Engineer at Ammico Contracting Co. W.L.L and
the scope of jobs comprises design of ground anchors, shoring systems, piling works and
dewatering works.
I. Name of Employing Agency Ammico International Contracting Co. WLL
Title of Position Design and Proposals Engineer
Location of Assignment Doha - Qatar / Riyadh - Saudi Arabia
Period of Assignment June 2014 to date.
I have performed following activities so far in the capacity of Design and Proposals Engineer:
Initial design, quantity estimation and preparation of budgets for a number of tenders
comprising the scope of shoring systems i.e. secant piles, contiguous piles, diaphragm walls,
sheet piles, king post etc. piling works and dewatering works. I have worked on following
major projects during this time.
 Riyadh Metro Line 6, Elevated Station 6H1, Saudi Arabia
Station 6H1 is an elevated station for which shallow excavation upto 12.0m depth is
required for basement structure. During the tendering process, we presented alternate
shoring options for safe excavation down to required level. The alternate shoring
design is about 10% more cost effective than the original shoring design and can be
completed in 80% of the scheduled construction time. It involves the following
activities:
 Secant Piles / Diaphragm Wall with CHS struts
Project is currently under negotiations with the main contractor.
 Riyadh Metro Line 3, Undeground Station 3J1, Saudi Arabia
Station 3J1 is deep underground station with maximum excavation depth of about
27.0m below ground. During the tendering process, we presented alternate shoring
options for safe excavation down to required level. The alternate shoring design is
about 30% more cost effective than the original shoring design and involves the
following activities:
 Contiguous Piles with Ground Anchors
 Contiguous Piles with CHS Struts
 Cantilever micropiles with hollow steel tubes
 Micropiles with CHS struts
Project is currently under negotiations with the main contractor.
 Riyadh Metro Line 6, C&C Tunnels 6.3 & 6.4, Saudi Arabia
Riyadh Metro is one of world's major infrastructure project in progress. Scope of work
was the design and construction of shoring system for cut & cover tunnels 6.3 & 6.4 to
support excavations upto 17m. The projects involves a variety of shoring types in a
stretch of about 1.0km wherein I worked as a "Design Engineer" and accomplished the
design report and construction drawings for following shoring types:
MUHAMMAD AAMIR JAVED
Civil/Geotechnical Engineer
Page 3 of 5
 Berlin Wall with Ground Anchors
 Berlin Wall with CHS Struts
 Contiguous Piles with Ground Anchors
 Contiguous Piles with CHS Struts
 Secant Piles with CHS corner Struts
 Open cut with Shotcrete and Ground Anchors
Project comprises installation of 86 nos. of struts and 666 nos. of ground anchors.
 Doha Metro Msheireb Station, Qatar
There are two major station in Doha Metro project and Msheireb Station is one of
those. Scope of work was the installation of diaphragm wall shoring system and
installation of more than 1400 ground anchors to support about 36.50m deep
excavation. I was involved in the design of ground anchors; the major properties for
the anchors accomplished at site were as below:
 Dywidag steel strand anchors and CFRP type anchors have been used
 Anchor methodology comprised traditional single unit anchors as well as singe bore
multiple unit (SBMA) types
 Maximum number of strands fort the anchors installed were up to 21
 Maximum proof load for anchor testing was up to 3880kN (one of the highest
anchor load successfully tested in the Middle East)
 Maximum length of the anchor installed was up to 54.06m
 Abraj Quartiers (AQ-3 to AQ-6), Qatar
Scope comprised installation of contiguous wall and CSM wall (with steel profiles as
earth retention system followed by excavation from existing ground level to an average
bulk excavation depth of approximately 7.0m and associated dewatering works in
addition to installation of 364 nos. bored cast in-situ working piles with diameter of
1500mm.
 Al Majed Tower, Qatar
Scope comprised enabling works package for proposed (4B+G+23+P) tower building.
Design and installation of diaphragm wall shoring to support an excavation of about
21.0m deep, installation of ground dewatering system and installation of 511 nos. of
foundation piles.
II. Name of Employing Agency National Engineering Services Pakistan (Pvt.)
Limited
Title of Position Junior / Senior Geotechnical Engineer
Location of Assignment Lahore - Pakistan
Period of Assignment March 2009 to June 2014.
As Senior Geotechnical Engineer performed the feasibility studies, detailed designs and
management for the following projects:
 Karachi Site Works for Flood Protection, Pakistan
The scope of work for the project was carrying out a detailed study for diverting the
MUHAMMAD AAMIR JAVED
Civil/Geotechnical Engineer
Page 4 of 5
flow of non-perennial streams through constructing diversion dams and artificial
diversion channels.
Scope of work was to perform feasibility study, detailed design and construction
supervision.
 Detailed Engineering Design and Preparation of Tender Documents for
Bakhshabad Multipurpose Dam, Afghanistan
Bakhshabad Multipurpose Dam project comprise of constructing a concrete dam of 81
m height, a dam toe powerhouse of 27 MW, Kanesk Barrage 60 Km downstream the
dam and two irrigation channels with total length of 86.88 Km to provide irrigation
supplies to 68,590 ha command area.
The feasibility study of the project was already completed. The scope of work was to
carry out the detailed engineering designs, preparation of tender documents for the
project.
 Wadi Al Lith Dam project, Saudi Arabia
Wadi Al-Lith dam was an under-construction dam. But the construction has to be
stopped because of some technical issues during construction.
The scope of the project was to re-evaluate the design of the dam and address those
issues which halted the construction.
 Kundiwam Irrigation Scheme, SWA, Pakistan
Project involved construction of RC Weir structure for diversion of perennial / flood
waters and an Irrigation Channels of about 17 Km length from weir site to command
area to provide irrigation supplied to 2805 acres.
Scope was to carry out feasibility study, detailed engineering design , preparation of
construction drawings and quality assurance during construction.
 Dhana Irrigation Scheme, SWA, Pakistan
Project involved construction of RC Weir structure for diversion of flood waters and
two irrigation channels of 4209 m and 4570 m length respectively to provide flood
irrigation supplies to 1000 acres of command area downstream the main weir. A water
supply intake and transmission line to supply potable water to scattered settlements in
the command area through community water tanks.
Scope was to carry out feasibility study, detailed engineering design, preparation of
construction drawings and quality assurance during construction.
 Baseline Inspection of Ghazi-Barotha Hydropower Project, Pakistan
Carried out Baseline Inspection of Ghazi –Barotha Hydropower Project as a team
member in the inspection of three major parts of the project i.e. the Barrage at Ghazi,
the Powerhouse at Barotha and a 52 Km long Power Chanel. Prepared the principal
recommendations and detailed inspection report.
MUHAMMAD AAMIR JAVED
Civil/Geotechnical Engineer
Page 5 of 5
 Bara Multipurpose Dam Project, Pakistan
The projects involves construction of 92 m high Earth Core Rock fill Dam (ECRD) to
provide assured irrigation supplies to 41,729 acres along with 5.8 MW capacity
powerhouses. Project also includes construction of water treatment plant of 20 million
gallons per day capacity to provide treated water to Peshawar. Scope of the project was
the detailed engineering design and preparation of tender drawings for all the project
components.
Feasibility study for the project was already completed. Scope of work was to carry
out detailed engineering design and preparation of tender documents.
 Landslide Remedial Measures
The project comprised stability analysis and remedial design for following landslides
occurred in the northern areas of Pakistan:
 Mulach Katkair Landslide
 Dewal Landslide
Scope of work was to investigate the landslides, propose remedial measures and
supervise the execution of remedial measures.
III. Name of Employing Agency Associated Consulting Engineers (Pvt.) Ltd.
Title of Position Junior Engineer
Location of Assignment Lahore - Pakistan
Period of Assignment July 2008 to March 2009
Worked at Neelum-Jhelum Hydroelectric project as a Junior Engineer and performed the
following tasks:
 Preparation and revision of Project Control Estimates
 Analysis and Design of Masonry / Concrete Retaining Walls
 Static and Dynamic Analysis of Concrete Gravity Dam at Neelum-Jhelum
Hydroelectric Project
 Analysis of Foundations of the Electric Transmission Line Towers.
Language
Capability:
English and Urdu - Excellent in speaking, reading and writing

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Muhammad Aamir Javed

  • 1. MUHAMMAD AAMIR JAVED Civil/Geotechnical Engineer Page 1 of 5 MUHAMMAD AAMIR JAVED Email: aamir.engr2003@gmail.com Mob: +966 53 903 3645 (KSA) +974 3024 1018 (Qatar) +92 333 612 6431 (Pak) Objective: To learn the new techniques and trends in geotechnical engineering field to establish my skills in a multi-national environment under a prestigious multinational firm and apply the expertise developed as practicing geotechnical engineer. Qualifications: M.Sc Geotechnical Engineering (2014) University of Engineering and Technology, Lahore. B.Sc Civil Engineering (2008); Gold Medalist University College of Engineering and Technology, Bahauddin Zakariya University, Multan. Research Projects:  Failure Analysis of Dewal Landslide along Rawalpindi-Murree-Kohala Raod.  To investigate the failure mechanism of Dewal landslide by various analysis approaches  Field investigation to work out insitu soil characteristics.  Laboratory testing for evaluation of shear strength and other relevant design parameters for stability analysis.  Comparative study for traditional LE stability analysis (Geo Slope) and state of the art FEM based stability analysis (Plaxis 2D) results for the case study. Other Trainings:  Project Management  Communication Skills  Writing Skills  Presentation Skills Computer Skills:  Plaxis 2D  Wallap  AllPile  Geo-Slope (Slope/W, Seep/W)  Slide  CADAM  Autocad  Microsoft Office Honors Received:  Gold Medal in B.Sc Civil Engineering.  Promotion for Junior Engineer to Senior Engineer on July, 2011.  Letter of Honorarium for Excellent Performance in Year 2012-2013.  Letter of Appreciation for year 2011-2012 from NESPAK.  Letter of Appreciation for year 2009-2010 from NESPAK.  Awards for extracurricular activities in sports and literature. Experience: Practicing Engineer since 2008.
  • 2. MUHAMMAD AAMIR JAVED Civil/Geotechnical Engineer Page 2 of 5 Currently working as Design and Proposals Engineer at Ammico Contracting Co. W.L.L and the scope of jobs comprises design of ground anchors, shoring systems, piling works and dewatering works. I. Name of Employing Agency Ammico International Contracting Co. WLL Title of Position Design and Proposals Engineer Location of Assignment Doha - Qatar / Riyadh - Saudi Arabia Period of Assignment June 2014 to date. I have performed following activities so far in the capacity of Design and Proposals Engineer: Initial design, quantity estimation and preparation of budgets for a number of tenders comprising the scope of shoring systems i.e. secant piles, contiguous piles, diaphragm walls, sheet piles, king post etc. piling works and dewatering works. I have worked on following major projects during this time.  Riyadh Metro Line 6, Elevated Station 6H1, Saudi Arabia Station 6H1 is an elevated station for which shallow excavation upto 12.0m depth is required for basement structure. During the tendering process, we presented alternate shoring options for safe excavation down to required level. The alternate shoring design is about 10% more cost effective than the original shoring design and can be completed in 80% of the scheduled construction time. It involves the following activities:  Secant Piles / Diaphragm Wall with CHS struts Project is currently under negotiations with the main contractor.  Riyadh Metro Line 3, Undeground Station 3J1, Saudi Arabia Station 3J1 is deep underground station with maximum excavation depth of about 27.0m below ground. During the tendering process, we presented alternate shoring options for safe excavation down to required level. The alternate shoring design is about 30% more cost effective than the original shoring design and involves the following activities:  Contiguous Piles with Ground Anchors  Contiguous Piles with CHS Struts  Cantilever micropiles with hollow steel tubes  Micropiles with CHS struts Project is currently under negotiations with the main contractor.  Riyadh Metro Line 6, C&C Tunnels 6.3 & 6.4, Saudi Arabia Riyadh Metro is one of world's major infrastructure project in progress. Scope of work was the design and construction of shoring system for cut & cover tunnels 6.3 & 6.4 to support excavations upto 17m. The projects involves a variety of shoring types in a stretch of about 1.0km wherein I worked as a "Design Engineer" and accomplished the design report and construction drawings for following shoring types:
  • 3. MUHAMMAD AAMIR JAVED Civil/Geotechnical Engineer Page 3 of 5  Berlin Wall with Ground Anchors  Berlin Wall with CHS Struts  Contiguous Piles with Ground Anchors  Contiguous Piles with CHS Struts  Secant Piles with CHS corner Struts  Open cut with Shotcrete and Ground Anchors Project comprises installation of 86 nos. of struts and 666 nos. of ground anchors.  Doha Metro Msheireb Station, Qatar There are two major station in Doha Metro project and Msheireb Station is one of those. Scope of work was the installation of diaphragm wall shoring system and installation of more than 1400 ground anchors to support about 36.50m deep excavation. I was involved in the design of ground anchors; the major properties for the anchors accomplished at site were as below:  Dywidag steel strand anchors and CFRP type anchors have been used  Anchor methodology comprised traditional single unit anchors as well as singe bore multiple unit (SBMA) types  Maximum number of strands fort the anchors installed were up to 21  Maximum proof load for anchor testing was up to 3880kN (one of the highest anchor load successfully tested in the Middle East)  Maximum length of the anchor installed was up to 54.06m  Abraj Quartiers (AQ-3 to AQ-6), Qatar Scope comprised installation of contiguous wall and CSM wall (with steel profiles as earth retention system followed by excavation from existing ground level to an average bulk excavation depth of approximately 7.0m and associated dewatering works in addition to installation of 364 nos. bored cast in-situ working piles with diameter of 1500mm.  Al Majed Tower, Qatar Scope comprised enabling works package for proposed (4B+G+23+P) tower building. Design and installation of diaphragm wall shoring to support an excavation of about 21.0m deep, installation of ground dewatering system and installation of 511 nos. of foundation piles. II. Name of Employing Agency National Engineering Services Pakistan (Pvt.) Limited Title of Position Junior / Senior Geotechnical Engineer Location of Assignment Lahore - Pakistan Period of Assignment March 2009 to June 2014. As Senior Geotechnical Engineer performed the feasibility studies, detailed designs and management for the following projects:  Karachi Site Works for Flood Protection, Pakistan The scope of work for the project was carrying out a detailed study for diverting the
  • 4. MUHAMMAD AAMIR JAVED Civil/Geotechnical Engineer Page 4 of 5 flow of non-perennial streams through constructing diversion dams and artificial diversion channels. Scope of work was to perform feasibility study, detailed design and construction supervision.  Detailed Engineering Design and Preparation of Tender Documents for Bakhshabad Multipurpose Dam, Afghanistan Bakhshabad Multipurpose Dam project comprise of constructing a concrete dam of 81 m height, a dam toe powerhouse of 27 MW, Kanesk Barrage 60 Km downstream the dam and two irrigation channels with total length of 86.88 Km to provide irrigation supplies to 68,590 ha command area. The feasibility study of the project was already completed. The scope of work was to carry out the detailed engineering designs, preparation of tender documents for the project.  Wadi Al Lith Dam project, Saudi Arabia Wadi Al-Lith dam was an under-construction dam. But the construction has to be stopped because of some technical issues during construction. The scope of the project was to re-evaluate the design of the dam and address those issues which halted the construction.  Kundiwam Irrigation Scheme, SWA, Pakistan Project involved construction of RC Weir structure for diversion of perennial / flood waters and an Irrigation Channels of about 17 Km length from weir site to command area to provide irrigation supplied to 2805 acres. Scope was to carry out feasibility study, detailed engineering design , preparation of construction drawings and quality assurance during construction.  Dhana Irrigation Scheme, SWA, Pakistan Project involved construction of RC Weir structure for diversion of flood waters and two irrigation channels of 4209 m and 4570 m length respectively to provide flood irrigation supplies to 1000 acres of command area downstream the main weir. A water supply intake and transmission line to supply potable water to scattered settlements in the command area through community water tanks. Scope was to carry out feasibility study, detailed engineering design, preparation of construction drawings and quality assurance during construction.  Baseline Inspection of Ghazi-Barotha Hydropower Project, Pakistan Carried out Baseline Inspection of Ghazi –Barotha Hydropower Project as a team member in the inspection of three major parts of the project i.e. the Barrage at Ghazi, the Powerhouse at Barotha and a 52 Km long Power Chanel. Prepared the principal recommendations and detailed inspection report.
  • 5. MUHAMMAD AAMIR JAVED Civil/Geotechnical Engineer Page 5 of 5  Bara Multipurpose Dam Project, Pakistan The projects involves construction of 92 m high Earth Core Rock fill Dam (ECRD) to provide assured irrigation supplies to 41,729 acres along with 5.8 MW capacity powerhouses. Project also includes construction of water treatment plant of 20 million gallons per day capacity to provide treated water to Peshawar. Scope of the project was the detailed engineering design and preparation of tender drawings for all the project components. Feasibility study for the project was already completed. Scope of work was to carry out detailed engineering design and preparation of tender documents.  Landslide Remedial Measures The project comprised stability analysis and remedial design for following landslides occurred in the northern areas of Pakistan:  Mulach Katkair Landslide  Dewal Landslide Scope of work was to investigate the landslides, propose remedial measures and supervise the execution of remedial measures. III. Name of Employing Agency Associated Consulting Engineers (Pvt.) Ltd. Title of Position Junior Engineer Location of Assignment Lahore - Pakistan Period of Assignment July 2008 to March 2009 Worked at Neelum-Jhelum Hydroelectric project as a Junior Engineer and performed the following tasks:  Preparation and revision of Project Control Estimates  Analysis and Design of Masonry / Concrete Retaining Walls  Static and Dynamic Analysis of Concrete Gravity Dam at Neelum-Jhelum Hydroelectric Project  Analysis of Foundations of the Electric Transmission Line Towers. Language Capability: English and Urdu - Excellent in speaking, reading and writing