Annex II I. Form of Contract 1

Transcription

1 Annex II I. Form of Contract 1 FORM TECH-6 CURRICULUM VITAE (CV) FOR PROPOSED PROFESSIONAL STAFF 1. Proposed Position : CIVIL ENGINEER N.T.U.A. Geotechnical and Structural Designer. 2. Name of Firm : EDAFOMICHANIKI S.A. 3. Name of Staff : Apostolis RITSOS EDAFOMICHANIKI S.A. 19 Emm. Papadaki, N. Iraklio, Athens, GREECE. Tel / 640 fax Mobile : aritsos@edafomichaniki.gr 4. Date of Birth: 28 August 1965 Nationality: Hellenic. 5. Membership of Professional Associations: Holder of an Authorized Design Certificate from the Greek Department of Public Works with in the following fields: - Category 21, «Geotechnical investigation and design ", class C (highest grade). - Category 8, «Structural design ", class C (highest grade). TEE : Member of the Technical Chamber of Greece (Registration No 55849). ΣΠΜΕ : Member of the Association of Civil Engineers in Greece. ΕΕΕΕΓΜ : Member of the Hellenic Society of Soil Mechanics and Geotechnical Engineering. ΕΝ.ΕΛ.ΓΕ.Μ : Member of the Hellenic Geotechnical Association. I.S.S.M.G.E. : Member of the International Society of Soil Mechanics and Geotechnical Engineering (Registration No GRE ). I.S.R.M. : Member of the Greek and the International Society of Rock Mechanics. B.G.S. : Member of the British Geotechnical Society (Membership No: V973011). I.G.S. : Member of the International Geosynthetics Society. H.G.S. : Founding member of the Hellenic Geosynthetics Society. Σ.Ε.Α. : Member of the association of Reserve Officers. 6. Education : June 1983 : High school Diploma, Lyceum Papagou, Athens.

2 Annex II I. Form of Contract 2 July 1989 : Diploma in Civil Engineering, Structural Engineering, National Technical University of Athens (NTUA). March 1990 : Army reserve Officer, cadet, in Engineering troops, Loutraki. July 1991 : Reserve officer in Engineering troops, Athens. Further Training From September 1991 until today I participated in the following congresses: Modern Strain Gauge Measurement Technology", Athens "1st Greek Congress in Antiseismic Engineering and Seismic Technology", Athens nd Pan-Hellenic Congress in Geotechnical Engineering", Thessaloniki "International Symposium on Hard Soils - Soft Rocks", Athens "Geotechnical Systems of tests and measurements", N.T.U.A - N.E.O.T.E.K., Athens 1995 and "3rd Pan-Hellenic Congress in Geotechnical Engineering" Patras "The Tunnels of Egnatia s Road", Ioannina "Scientific meeting, Railway tunnels in Greece" Athens "Second European Geosynthetics Conference", EUROGEO 2000, Bologna, Italy th Hellenic Conference on Geotechnical & Geoenvironmental Engineering, Athens "Special applications of explosive matters", PYRKAL, Athens June "Earth Retaining Structures", Imperial College, London Scientific Symposium in Geological and Geotechnical Studies along Egnatia Odos, Ioannina Greece 13-15/11/2003. International Seminar on Geotechnics in Pavement and Railway design and Construction, N.T.U.A. Athens December ISP5-Pressio 2005, International Symposium, 50 years of Pressuremeter, Paris August th Hellenic Conference on Geotechnical & Geoenvironmental Engineering, Xanthi 31/5-2/6/2006. Scientific Symposium in Geotechnical applications of Geosynthetic material, Athens th International Conference of earthquake Geotechnical Engineering, Thessaloniki June Eurocode 7 EN 1997 : Geotechnical design. Athens 16-21/11/ th International Hydrogeological congress of Greece-3 rd MEM workshop on fissured rocks Hydrology, Athens 8-10 October rd Greek Conference on Earthquake Engineering and Engineering Seismology, Athens, 5-7 November Main fields of occupation Geotechnical and Structural Designer. Geotechnical Investigations and Geotechnical Design of special projects dealing with soil, rock mechanics and soil dynamics. Geotechnical Investigations and Geotechnical Design with Pressuremeter.

3 Annex II I. Form of Contract 3 Geotechnical design for soil improvement (geosynthetics, preloading, dynamic compaction etc). Geotechnical design on landslides rehabilitation. Geotechnical design of various earthworks (embankments, cuts etc). Geotechnical design of ground water lowering and its impact. Geotechnical risk analysis of various projects. Geotechnical design of subsoil remediation, landfills etc. Geotechnical design and Structural design on retaining structures, on deep excavations, on deep and shallow foundations and underground projects. Geotechnical design and Survey engineering with the observational method by using geotechnical and survey instrumentation (such as inclinometers, extensiometers, load cells, piezometers etc). Technical Manager at the Laboratory of EDAFOMICHANIKI S.A. for material tests such as soil, rock, aggregates, concrete, asphalt, masonry. Quality control with laboratory and in-situ tests. Participation in research programs on geotechnical items and new technologies. Consulting services on special geotechnical matters. 8. Countries of Work Experience: Greece Cyprus Algeria Pakistan Romania Syria Turkey United Arab Emirates 9. Languages ENGLISH : GOOD (spoken + written) GERMAN : FAIR (spoken) 10. Employment Record From : 1991 to today, Geotechnical and Structural Designer at the company EDAFOMICHANIKI S.A. Positions held : : Chartered Civil Engineer : Senior Civil Engineer in the Geotechnical and the Structural design department Today : Member of the Board in the companies EDAFOMICHANIKI S.A. and GEOSKOPIO S.A. Technical Manager of the Laboratory. Vice President & General Manager in the company GEOTECHNICAL INVESTIGATIONS S.A.

4 Annex II I. Form of Contract Detailed Tasks Assigned 12. Work Undertaken that Best Illustrates Capability to Handle the Tasks Assigned Evaluation of Boreholes logs and Laboratory Tests. Plate Load Tests control and evaluation of C.P.T. control and evaluation of results Issue of factual reports. Geotechnical Design Project: Geotechnical investigations, design and construction surveillance with quality control of an oil tanks farm at Fujairah - U.A.E.. Year: Location: FUJAIRAH - U.A.E. Client:. Metro Oil Company investigations and site tests. Position held: Responsible for issue of factual reports. tests - issue of factual reports. Evaluation of existing geological and geotechnical data. Submission of projects geotechnical technical specifications. Consulting services. Manager of site investigations. Laboratory tests control. Evaluation of geotechnical Recommendations and geotechnical design on foundation matters. Evaluation of existing geological and geotechnical data. Consulting services. Recommendations on foundation matters. Project: 220 MW Gas Turbines at Korangi Thermal Power Station Karachi - Pakistan. Year: 2007 Location: Korangi - Karachi - Pakistan Client:. METKA S.A. Main project features: Consulting services for the performance of investigations and laboratory tests. Geotechnical design. Position held: Geotechnical Project's Manager. Evaluation of investigation's Geotechnical design. Responsible of issue of factual reports. Activities performed: Consulting services for site and laboratory activities and tests, issue of factual reports, geotechnical design. Project: Turn key Project for the extension of the Deir Ali C.C.P.P, with additional Combined Cycle Power Plant, Syria, Year: 2009 Location: Deir Ali C.C.P.P,, Syria. Client:. METKA S.A. with PEEGT Main project features: Consulting services. Position held: Geotechnical Project's Manager. Activities performed: Consulting services.

5 Annex II I. Form of Contract Detailed Tasks Assigned 12. Work Undertaken that Best Illustrates Capability to Handle the Tasks Assigned Evaluation of existing geological and geotechnical data. Consulting services. Recommendations on foundation matters. Evaluation of existing geological and geotechnical data. Submission of projects geotechnical technical specifications. Consulting services. Laboratory tests proposal. Evaluation of geotechnical Recommendations for the geotechnical design of foundations. Evaluation of existing geological and geotechnical data. Consulting services. Evaluation of geotechnical Recommendations and geotechnical design on foundation matters. Project: Turn key Project concerning a Power Plant at Denιzli, Turkey. Year: 2009 Location: Denιzli, Turkey. Client: METKA SA with RWE & Turcas Guney Elektrik Uretim A.S. Main project features: Consulting services. Position held: Geotechnical Project's Manager. Activities performed: Consulting services. Project: Brazi combined cycle heat and power plant, Natural Gas fired of a net power 867 MW, Romania. Year: Location: Petrobrazi Refinery, Romania. Client:. METKA S.A. with General Electric power systems. Main project features: Consulting services for the performance of investigations, laboratory tests and basic Geotechnical design. Position held: Geotechnical Project's Manager. Evaluation of investigation's Basic Geotechnical design. Activities performed: Consulting services for site and laboratory activities and tests. Basic geotechnical design. Project: Final design of the water derivation tunnel and portals at Qued Djer (Blida) Year: 2008 Location: Prefecture of Blida - Algiers Client: Ministry of Water Recources Geotechnical evaluation, geological and geotechnical design of the Hudraulic Tunnel based on the in-situ geological observation and laboratory testing on rock samples Position held: Evaluation of investigation's Geotechnical design of retaining structures. Activities performed: Consulting services and geotechnical design of retaining structures..

6 Annex II I. Form of Contract Detailed Tasks Assigned Evaluation of existing geological and geotechnical data. Evaluation of pressuremeters tests Borehole logs inspection. Laboratory tests control. Evaluation of geotechnical Recommendations on foundation matters. Geotechnical design on foundation matters. Quality control on geotechnical matters. Boreholes logs control. Laboratory Tests control. Site tests control. Issue of factual reports. Boreholes logs control. Laboratory Tests control. Site tests control. Issue of factual reports. Geotechnical Instrumentation reports. Geotechnical design on foundation matters and retaining structures. 12. Work Undertaken that Best Illustrates Capability to Handle the Tasks Assigned Project: ADG Cogeneration plant. Year: Location: Saint Nicolas, Distomo, Voiotia, Greece Client:. METKA S.A., ALUMINIUM OF GREECE S.A. Architect Engineer: IMPRESSARIOS A.G.R. investigations, evaluation of results, geotechnical foundation design. Position held: Geotechnical project's Manager. Geotechnical Design. Responsible of issue of factual reports. Activities performed: Site and Laboratory activities and tests, issue of factual reports, geotechnical design. Project: Geotechnical investigations and factual reports for the new international Athens Airport facilities at Spata. Year: Location: Spata, Athens, Greece Client:. HOCHTIEF A.G. investigations and site tests. Position held: Issue of factual reports. tests - issue of factual reports. Project: Soil investigations and consulting services on the stability of the excavations for the construction of various parts of the new highway along Greece, Patra- Athens - Thessaloniki and Tripoli - Kalamata. Year: Location: Highway P.A.TH.E. and Tripoli - Kalamata Client:. Ministry of Public Works. Main project features: Performance and evaluation of geotechnical investigations and site tests. Evaluation of results and geotechnical instrumentation (inclinometers, piezometers etc.). Position held: Issue of factual reports. Evaluation of results, Geotechnical design tests - issue of factual reports, geotechnical design.

7 Annex II I. Form of Contract Detailed Tasks Assigned 12. Work Undertaken that Best Illustrates Capability to Handle the Tasks Assigned Boreholes logs control. Laboratory Tests. Pressuremeter tests control, evaluation of results Issue of factual reports. Project: Geotechnical investigations and reports during the construction stage of the cable sustained bridge Rion - Antirion. Year: Location: Rion - Antirion, Patra Client:. GEFYRA J.V. investigations and site pressuremeter tests. Position held: Responsible of issue of factual reports, evaluation of pressuremeter tests. tests - issue of factual reports. Boreholes logs control. Laboratory Tests control. Pressuremeter and site tests control. Issue of factual reports. Geotechnical design. Boreholes logs control. Laboratory Tests control. Site tests control. Issue of factual reports Geotechnical design for cuts, embankments, foundation of bridges, retaining structures, reinforced embankments. Project: Geotechnical investigations and design for various parts of the new high speed railroad alignment on behalf of ERGA OSE S.A. Year: Location: Main Railway line from North to South Greece. Client:. Ministry of Public Works-ERGA OSE S.A. - OSE investigations and site tests. Evaluation of Geotechnical Design. Position held: Issue of factual reports. Geotechnical design. tests - issue of factual reports. Geotechnical design. Project: Geotechnical investigations and design for various parts of Ionia Odos (Antirrio Ioannina) including soil improvement, reinforced embankments and retaining structures Year: Location: Highway along West continental - Greece Client:. Ministry of Public Works. investigations and site tests. Evaluation of Geotechnical design. Position held: Issue of factual reports. Geotechnical design. tests - issue of factual reports.

8 Annex II I. Form of Contract 8 11.Detailed Tasks Assigned 12. Work Undertaken that Best Illustrates Capability to Handle the Tasks Assigned Boreholes logs control. Laboratory Tests control. Site tests control. Issue of factual reports Evaluation of results Geotechnical design for earth and technical contractures, retaining structures, reinforced embankments. Boreholes logs control. Laboratory Tests. Site tests control. Geotechnical instrumentation. Evaluation of Geotechnical design in several earth and technical constructions. Boreholes logs control. Laboratory Tests control. Pressuremeter tests control. Evaluation of pressuremeter Project: Geotechnical Investigations and Geotechnical design studies during the construction stage of various parts of EGNATIA highway. Year: Location: alignment. North Greece along East - West highway Client:. Ministry of Public Works - Egnatia Odos S.A. investigations and site tests. Evaluation of Geotechnical design. Retaining structures design. Position held: Responsible and issue of factual reports, geotechnical design. tests - issue of factual reports. Geotechnical design. Project: Landslide geotechnical investigations and rehabilitation design of Kristallopigi area in Nothern Greece along Egnatia Odos highway. Year: Location: IGOUMENITSA - NORTH WEST GREECE Client:. Egnatia Odos S.A. investigations, site tests, site instrumentation, issue of factual reports, evaluation of results, consulting services, geotechnical design, earth retaining structures, reinforced embankments. Position held: Responsible and issue of factual reports, geotechnical design. Activities performed: Consulting services, geotechnical evaluation of results and design. Project: Geotechnical Investigations for the new lines of Thessaloniki Metro. Year: Location: Thessaloniki - Greece Client: AEGEK S.A. investigations and site pressuremeter tests. Evaluation of Position held: Issue of factual reports, evaluation of pressuremeter tests - issue of factual reports. Evaluation of pressuremeter

9 Annex II I. Form of Contract Detailed Tasks Assigned 12. Work Undertaken that Best Illustrates Capability to Handle the Tasks Assigned Boreholes logs control. Laboratory Tests control. Pressuremeter tests control. Evaluation of pressuremeter test Consulting services and geotechnical design for deep excavations and retaining system. Boreholes logs control. Laboratory Tests. Site tests control. Geotechnical instrumentation issue reports. Geotechnical design. Project: Geotechnical investigation and consultancy services to ATTIKO METRO S.A. for the new extensions and lines of Athens metro. Year: Location: Athens Client:.ATTIKO METRO S.A. investigations and site pressuremeter tests. Evaluation of Position held: Issue of factual reports, evaluation of pressurement tests - issue of factual reports. Evaluation of Project: Geotechnical Investigations and geotechnical design studies along the Natural Gas Pipeline. Year: Location: Main alignment and branches. Client:.DEPA S.A. - DESFA S.A. investigations and site tests. Evaluation of Geotechnical design. Position held: Responsible of issue of factual reports. Geotechnical design. tests - issue of factual reports. Geotechnical design. 13. PUBLICATIONS CONGRESSES I. "The influence of compliance of connections in the bearing capacity of metal frames", Diploma dissertation in the Civil Engineering department, N.T.U.A. - Athens II. "Experiences from the opening of a trial gallery in a Marl formation", 3rd Pan-Hellenic Congress in Geotechnical Engineering, Unit Underground Work, Patras III. Slope Stability Rehabilitation by Geomembranes in Greece, Second European Geosynthetics Conference, EURO GEO 2000, Bologna Italy IV. "Application of inclinometers in the design of important geotechnical projects", 4 th Hellenic Conference on Geotechnical & Geoenvironmental Engineering, Athens V. Pressuremeter Tests in Volcanic Material, 4 th Hellenic Conference on Geotechnical & Geoenvironmental Engineering, Athens VI. Placement of the Natural Gas Pipeline by means of Horizontal Directional Drilling Method (HDD), 4 th Hellenic Conference on Geotechnical & Geoenvironmental

10 Annex II I. Form of Contract 10 Engineering, Athens VII. "Geotechnical modeling and design assessment by monitoring of the part Neohori Kristallopigi Psilorachi of Egnatia Highway." Egnatia Odos, Ioannina Greece 13-15/11/2003. VIII. Evaluation of pressuremeter tests performed within the formations of the Athens basin. ISP5-Pressio 2005, International Symposium 50 years of Pressuremeter, Paris August 2005, Volume 1 p The article was published also at the National's Technical University course text concerning GEOTECHNICAL SITE TESTS, Athens IX. Response of Micropiles under Lateral load for the improvement of embankment slope stability, 5 th Hellenic Conference on Geotechnical & Geoenvironmental Engineering, Xanthi 31/5-2/6/2006, Volume 1, p X. Protection facing alternatives of Reinforced Embankment slopes Scientific Symposium in Geotechnical applications of Geosynthetic material, Athens The article was published also at the journal TEXNIKA, volume 232, March 2007, pages Certification: I, the undersigned, certify that to the best of my knowledge and belief, this CV correctly describes myself, my qualifications, and my experience. I understand that any wilful misstatement described herein may lead to my disqualification or dismissal, if engaged. [Signature of staff member or authorized representative of the staff] Full name of authorized representative: Date: Day/Month/Year