DOCSLIB.ORG

(GFD, DFD) for Thessaloniki Metro Extension to Kalamaria for Two

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text

Load more

Metro Project Tender Predesigns, General and Detailed Final Designs (GFD, DFD) for Thessaloniki Metro Extension to Kalamaria for two (2) single track TBM tunnels, one (1) station and one (1) forestation, Thessaloniki, Greece Project Tender Predesigns, General Final Designs (GFD) and Detailed Final Designs (DFD) for two (2) single track TBM tunnels, one (1) station and one (1) forestation of the project: “Design, Construction and Commissioning of Thessaloniki Metro Extension to Kalamaria", Greece Construction Cost Total cost: approx. € 312 m. Project Schedule Design: 2012 – on going Construction: 2013 – on going Project Description Two (2) single track TBM tunnels Total length: ~ 7km Cross section: 30.20m2 Effect. cross section: 22.10m2 1 Pumping shaft for each tunnel Mikra Station Indicative model for stability check Length: ~ 320m, Width: 16.60m - 21.10m, Depth: 18.70m - 21.90m 4 final levels: Foundation level / Platform level / Concourse & EM level /Roof level Two (2) tunnels for TBM start up: Length: ~36m (each) Cross section: 2x 44.8m2 Effective cross section: 2x37.2m2 Mikra Forestation Tunnel Length: ~ 358m, Width: 10.40m-16.40m, Depth: 11.50m-21.00m 2 final levels: Foundation level /Roof level Terminal shaft: Length:8.00m, Width: 9.60m, Depth: 9.60m CttiConstruction MthdMethod Two (2) single track TBM tunnels: Mechanical excavation with Model for the excavation and temporary support of the TBM start up tunnels’ EPB - TBM (Earth Pressure Balance – Tunnel Boring Machine) Mikra Station: Construction with Cut & Cover method reinforced concrete piles rows / Prestressed anchors/ Struts Two (2) tunnels excavated with conventional means for TBM start up Mikra Forestation: Construction with Cut & Cover method Reinforced concrete piles rows / Prestressed anchors Final Lining • Concrete C40/50 for TBM tunnels’ segments, Reinforcement B500c • Concrete C30/37 for station’s & forestation’s permanent structures • Reinforcement B500c Geology Neogene, quaternary deposits and recent superficial man made deposits, Overburden: 5 -25m Our Services • Geotechnical – structural evaluation • Geotechnical and structural predesigns • Geotechnical and structural General Final Designs (GFD) Typical ring with various flexible elements • Geotechnical and structural Detailed Final Designs (DFD) Client AKTOR S.A. 4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, Athens Tel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858 Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr Jaipur, India Metro tunnels Tender Predesigns & Detailed Designs of two (2) TBM Metro Tunnels on East-West Corridor of Jaipur Metro Project (Stage 1B) at Jaipur, Rajasthan, India. Project Tender Predesigns & Detailed Design of two (2) TBM Tunnels between Chandpole and Badi Chouper of the Jaipur Metro project on East-West Corridor of Jaipur Metro (Stage 1B) at Jaipur, Rajasthan, India. Construction Cost Total cost: ~50,000,000 US $ Project Schedule Design - Construction: 2013 ~ 2016 Project Description Two (2) single track TBM tunnels Total length: ~ 2.8km Cross section: 35m2 Effect. cross section: 26m2 Construction Method Chandpole Gate Surface settlements due to TBMs Two (2) single track TBM tunnels: excavation Mechanical excavation with EPB - TBM (Earth Pressure Balance – Tunnel Boring Machine) Final Lining • Concrete M50 for TBM tunnels’ segments • Reinforcement Fe500D Geology Sand, Silty Sand & Silty Sand with Gravels ObdOverburden for TBM: 6~12m. Our Services • Preliminary Design Submissions Starting up frame • Geotechnical Interpretation Report for the whole project • Definitive Tunnel Segment Design • Definitive Design of Sump Pit & Tunnel Drainage, design of temporary works including reaction frame • Definitive Design of connection details with launching & retrieval shaft, Star ting-up frame des iign &TBMb& TBM brea kthk through h me thdlthodology • Assessment and protection of Existing Building and Utilities • Ground settlement contours within the influence zone of the tunnelling and stations’ works • Instrumentation systems for monitoring settlements of the ground and adjacent structures • Calculation of TBM required support pressure • Risk Assessment of buildings, structures and utilities due to tunnelling works Temporary tunnel support frame for • The desiggpns were provided in common with INDUS CONSULTRANTS Pvt. Ltd. India cross-passage construction Client CEC INT’L CORP INDIA PVT. LTD. 4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, Athens Tel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858 Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr Metro Stations Tender Predesigns & Detailed Designs of two (2) UG Metro Stations, Two (2) C&Cs and Two (2) Shafts on East-West Corridor of Jaipur Metro Project (Stage 1B) at JiJaipur, RjRajast han, IdiIndia Project Tender Predesigns & Detailed Design of two (2) Underground Metro Stations, Choti Chouper and Badi Chouper, by Top Down Method, two (2) C&Cs and two (2) shafts for the Jaipur Metro project on East-West Corridor of Jaipur Metro (Stage 1B) at Jaipur, Rajasthan, India. Construction Cost Total cost: ~50,000,000 US $ Project Schedule Design - Construction: 2013 ~ 2016 Project Description 7Choti Chouper underground station Length: ~ 233m, Width:22.65m ~ 63.05m, Depth: ~20.00m Five (5) final levels: Foundation level / Platform level / Concourse level / TV shaft level/Roof level Badi Chouper Station Lengg,th: ~ 233m, Width:27.95m ~ 68.35m, Depth: ~20.00m Five (5) final levels: Foundation level / Platform level / Concourse level / TV shaft level / Roof level C&Cs Length: ~ 269m, Width:12.6m, Depth:~18.00m Length: ~ 110m, Width: 12.6 ~23.6m, Depth:~18.00m Shafts Choti Chouper UG Station 3D model Length: ~ 25.6m, Width: 24.6m, Depth:~18.00m Length: ~ 25.6m, Width: 24.6m, Depth:~12.00m CttiConstruction MthdMethod • Choti & Badi Chouper Stations: Construction by Top Down method with Diaphragm Walls • C&C and shafts with cut & cover method (piles and struts) Final Lining Concrete M35 for the structures, Reinforcement Fe500D Geology Sand, Silty Sand & Silty Sand with Gravels Our Services • Preliminary Design Submissions • Geotechnical Interpretation Report for the whole project Badi Chouper • Definitive Design of Cut and Covers, Shafts, design of temporary works UG Station 3D model • Ground settlement contours within the influence zone of the stations’ works • Design of Secondary Structures i.e. track plinth and track concrete, emergency walkway • Structural Design of the Stations with 3D analysis model • Structural design of entry & exit structures, tunnel ventilation shafts, supply & exhaust vent shafts and C&C • Formworks (plan views and cross sections) and reinforeinforcementrcement drawings for the stations, the entrances, the C&C and the shafts • Details for waterproofing of various structural elements • The designs were provided in common with INDUS CONSULTRANTS Pvt. Ltd. India Client CEC INT’L CORP INDIA PVT. LTD. 4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, Athens Tel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858 Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr Metro Stations Detailed Design of one (1) UG Metro Station and of one (1) ancillary building for Contract No-CC 23 of Delhi MRTS Project of Phase-III, Delhi Metro Corporation N. Delhi, India Project Detailed Structural Design of one (1) Underground Metro Station and of one (1) Ancillary Building for Contract No-CC 23: Design and Construction of Tunnel between Hauz Khas Station and Kalkaji Station by Shield TBM, Tunnel near Chirag Delhi & Kalkaji Stations and Underground Ramp beyond Kalkaji Station by Cut & Cover Method, Underground Metro Stations at Panchsheel Park, Chirag Delhi, G.K.Enclave-1,Nehru Place & Kalkaji by Cut & Cover Method on Janakpuri West-Botanical Garden Corridor of Delhi MRTS Project of Phase-III, Delhi Metro Corporation, India Construction Cost Total cost: approx. 25 m. € Project Schedule Design - Construction: 2013 ~ 2015 Project Description Greater Kailash Enclave – 1 underground station Length: ~ 267m, Width:23.20m ~ 30m, Depth: 15.70 ~17.80m Four (4) final levels: Foundation level / Platform level / Concourse level / Roof level One ancillary building Plan view dimensions: 27m x 23m Height: ~13m Construction Method • Station: Construction by Top Down method with Diaphragm Walls Greater Kailash Enclave – 1 Station 3D model • Cross passages: Conventional tunnelling method (NATM) • Ancillary Building – Entrances of station: Cut & Cover method Final Lining Concrete M40 for the station’s permanent structures, Reinforcement Fe500D Concrete M35 for ancillary building, Reinforcement Fe500D Geology Stiff silt & very stiff silt Our Services Greater Kailash Enclave – 1 Station entrance 3D model • Structural Design of the Station with 3D analysis models for the permanent situation and for each discrete part of the station according to the construction sequence • Assessment of ground settlements within influence zone of station work • Definitive Design of Cross passages, Sump Pit & Tunnel Drainage • Structural design of entry & exit structures, tunnel ventilation shafts, supply & exhaust vent shafts and ancillary building at the area of the station • Formworks (plan views and cross sections) and reinforcement drawings for the station, the entrances and the ancillary building and details for waterproofing of various structural elements • The d esig ins were provid ed i n common wi th INDUS CONSULTRANTS Pvt. LdLtd. In dia Client Ancillary Building
Recommended publications
  • Control of EU Funded Priority Projects Shortlisted by ''Task Force for Greece

    Control of EU Funded Priority Projects Shortlisted by ''Task Force for Greece

    Directorate-General for Internal Policies of the Union Directorate for Budgetary Affairs Secretariat of the Committee on Budgetary Control Brussels, 22 September 2015 Fact-finding mission of the Budgetary Control Committee (CONT) to Greece 24/25 September 2015 DRAFT PROGRAMME Control of EU funded priority projects shortlisted by ‘’Task Force for Greece” Members of the delegation: 1 .Ms Ingeborg Gräßle (EPP, DE, Head of Delegation) 2. Mr Tomáš Zdechovský (EPP, CZ) 3. Ms Verónica Lope Fontagné (EPP, ES) 4. Mr Gilles Pargneaux (S&D, FR) 5. Mr Georgi Pirinski (S&D, BG) 6. Ms Inés Ayala Sender (S&D, ES) 7. Mr Anders Primdahl Vistisen (ECR, DA) 8. Mr Igor Šoltes (The Greens/EFA, SL) Accompanying Members: 9. Ms Eva Kaili (S&D, GR) 10. Mr Miltiadis Kyrkos (S&D, GR) CONT Secretariat 1. Mr Michal Czaplicki (EP mobile: +32-475/754 668) 2. Mr Hrvoje Svetic (EP mobile: +32-498/983 593) Advisors of Political Groups 1. Mr Balazs Szechy (EPP) 2. Ms Stefanie Ricken (S&D) 3. Mr Roccu Garoby (The Greens/EFA) Commission DG REGIO 1. Mr Stylianos Loupasis, - team leader 2. Mr Antonios Sartzetakis (Thessaloniki Metro, double high-speed railway line Tithorea- Lianokladi-Domokos, E65, Karla Lake). 3. Mr Panayiotis Thanou (cadastre, E-ticket, national registry. He is a desk officer (AD) in charge of Digital OP). ECA Mr Lazaros Lazarou, Member of the European Court of Auditors Interpreters FR Ms Stalia Georgoulis - team leader Ms Nathalie Paspaliari EN Ms Ioulia Spetsiou Mr Jose Fisher Rodrigu EL Ms Maria Provata Ms Vasiliki Chrysanthakopo Mr Laurent Recchia - technician, valise Languages covered EN, FR, EL Coordination in Athens - European Parliament Information Office Ms Maria KAROUZOU - logistics Mr Leonidas ANTONAKOPOULOS Head of Information Office of the European Parliament in Greece (8 Leof.
  • The Ecological Status of Juniperus Foetidissima Forest Stands in the Mt

    The Ecological Status of Juniperus Foetidissima Forest Stands in the Mt

    sustainability Article The Ecological Status of Juniperus foetidissima Forest Stands in the Mt. Oiti-Natura 2000 Site in Greece Nikolaos Proutsos * , Alexandra Solomou, George Karetsos, Konstantinia Tsagari, George Mantakas, Konstantinos Kaoukis, Athanassios Bourletsikas and George Lyrintzis Hellenic Agricultural Organization “Demeter”, Institute of Mediterranean Forest Ecosystems, Terma Alkmanos, 11528 Athens, Greece; [email protected] (A.S.); [email protected] (G.K.); [email protected] (K.T.); [email protected] (G.M.); [email protected] (K.K.); [email protected] (A.B.); [email protected] (G.L.) * Correspondence: [email protected]; Tel.: +30-2107-787535 Abstract: Junipers face multiple threats induced both by climate and land use changes, impacting their expansion and reproductive dynamics. The aim of this work is to evaluate the ecological status of Juniperus foetidissima Willd. forest stands in the protected Natura 2000 site of Mt. Oiti in Greece. The study of the ecological status is important for designing and implementing active management and conservation actions for the species’ protection. Tree size characteristics (height, breast height diameter), age, reproductive dynamics, seed production and viability, tree density, sex, and habitat expansion were examined. The data analysis revealed a generally good ecological status of the habitat with high plant diversity. However, at the different juniper stands, subpopulations present high variability and face different problems, such as poor tree density, reduced numbers of juvenile trees or poor seed production, inadequate male:female ratios, a small number of female trees, reduced numbers of seeds with viable embryos, competition with other woody species, grazing, and Citation: Proutsos, N.; Solomou, A.; illegal logging. From the results, the need for site-specific active management and interventions is Karetsos, G.; Tsagari, K.; Mantakas, demonstrated in order to preserve or achieve the good status of the habitat at all stands in the region.
  • Athens Metro Athens Metro

    Athens Metro Athens Metro

    ATHENSATHENS METROMETRO Past,Past, PresentPresent && FutureFuture Dr. G. Leoutsakos ATTIKO METRO S.A. 46th ECCE Meeting Athens, 19 October 2007 ATHENS METRO LINES HELLENIC MINISTRY FORFOR THETHE ENVIRONMENT,ENVIRONMENT, PHYSICALPHYSICAL PLANNINGPLANNING ANDAND PUBLICPUBLIC WORKSWORKS METRO NETWORK PHASES Line 1 (26 km, 23 stations, 1 depot, 220 train cars) Base Project (17.5 km, 20 stations, 1 depot, 168 train cars) [2000] First phase extensions (8.7 km, 4 stations, 1 depot, 126 train cars) [2004] + airport link 20.9 km, 4 stations (shared with Suburban Rail) [2004] + 4.3 km, 3 stations [2007] Extensions under construction (8.5 km, 10 stations, 2 depots, 102 train cars) [2008-2010] Extensions under tender (8.2 km, 7 stations) [2013] New line 4 (21 km, 20 stations, 1 depot, 180 train cars) [2020] LINE 1 – ISAP 9 26 km long 9 24 stations 9 3.1 km of underground line 9 In operation since 1869 9 450,000 passengers/day LENGTH BASE PROJECT STATIONS (km) Line 2 Sepolia – Dafni 9.2 12 BASE PROJECT Monastirakiι – Ethniki Line 3 8.4 8 Amyna TOTAL 17.6 20 HELLENIC MINISTRY FORFOR THETHE ENVIRONMENT,ENVIRONMENT, PHYSICALPHYSICAL PLANNINGPLANNING ANDAND PUBLICPUBLIC WORKSWORKS LENGTH PROJECTS IN OPERATION STATIONS (km.) PROJECTS IN Line 2 Ag. Antonios – Ag. Dimitrios 30.4 27 Line 3 Egaleo – Doukissis Plakentias OPERATION Doukissis Plakentias – Αirport Line 3 (Suburban Line in common 20.7 4 use with the Metro) TOTAL 51.1 31 HELLENIC MINISTRY FORFOR THETHE ENVIRONMENT,ENVIRONMENT, PHYSICALPHYSICAL PLANNINGPLANNING ANDAND PUBLICPUBLIC WORKSWORKS
  • Member States

    Member States

    EUR million Member States Belgium 1 755,0 Gas storage, transport and transmission throughout Belgium Fluxys 120,0 Construction of two combined cycle gas-fired units in Lelystadt-Flevoland (Netherlands), combined cycle gas-fired unit in Amercoeur-Hainaut and blast furnace residue gas-fired unit at Arcelor plant in Ghent Electrabel SA 25,0 (Belgium) Construction and operation of first phase of Belgium's second large offshore wind farm Special purpose entity/fund 300,0 Financing of small and medium-scale renewable energy projects Dexia Banque Belgique 150,0 Construction and rehabilitation of regional wastewater treatment facilities in Flemish region Aquafin NV 100,0 Construction and modernisation of sewerage networks in Flemish region, comprising East and West Aquafin NV 200,0 Flanders, Antwerp, Flemish Brabant and Limburg Compagnie Upgrading of drinking water supply networks in Greater Liège Intercommunale Liégeoise 120,0 des Eaux Urban regeneration comprising demolition, upgrading and repair of social housing and associated social Société Wallonne du 250,0 and urban infrastructure in Walloon region Logement Vlaamse Maatschappij voor Modernisation, refurbishment and reconstruction of 7 500 rented social housing units 200,0 Sociaal Wonen NV RDI in fields of cancer diagnosis and therapy on various sites Ion Beam Applications S.A. 50,0 R&D in field of hardware and software for virtual simulation, prototyping and testing technologies in LMS International NV 15,0 Leuven (Belgium), Brasov (Romania) and Lyon (France) Financing of small and medium-scale projects carried out by SMEs ING Bank N.V. 75,0 Fortis Banque SA 150,0 Bulgaria 173,5 Rehabilitation of three major junctions in Sofia's road network Sofia Municipality 43,5 Financing of small and medium-scale projects carried out by SMEs Erste Group Bank AG 5,0 Eurobank EFG Bulgaria AD 50,0 Piraeus Bank Bulgaria AD 40,0 Bulgarian Development 25,0 Bank AD Alpha Bank AE 10,0 Czech Republic 1 860,5 Upgrading and extension of electricity distribution network across large part of Czech Republic ČEZ Distribuce, a.s.
  • Biologiezentrum Linz/Austria; Download Unter

    Biologiezentrum Linz/Austria; Download Unter

    ZOBODAT - www.zobodat.at Zoologisch-Botanische Datenbank/Zoological-Botanical Database Digitale Literatur/Digital Literature Zeitschrift/Journal: Linzer biologische Beiträge Jahr/Year: 2001 Band/Volume: 0033_2 Autor(en)/Author(s): Assing Volker Artikel/Article: A revision of the species of Geostiba THOMSON of the Balkans and Turkey. V. New species, a new synonym, new combinations, and additional records (Coleoptera: Staphylinidae, Aleocharinae). 689-707 © Biologiezentrum Linz/Austria; download unter www.biologiezentrum.at Linzer biol. Beitr. 33/2 689-707 30.11.2001 A revision of the species of Geostiba THOMSON of the Balkans and Turkey. V. New species, a new synonym, new combinations, and additional records (Coleoptera: Staphylinidae, Aleocharinae) V. ASSING Abstract: Types and additional, recently collected or previously unavailable material of Geostiba THOMSON and allied genera from the Balkans and Turkey are revised. Three species of Geostiba are described, illustrated, and distinguished from related congeners: G. (s. str.) othrisensis sp. n. (Greece: Thessalia), G. (Ditroposipalia) excaecata sp. n. (Macedonia), and G. (Sipalotricha) thryptisensis sp. n. (Greece: Crete). G. samai PACE 1977 is redescribed and attributed to the subgenus Ditroposipalia SCHEERPELTZ. Atheta (Ousipaliä) winkleri BERNHAUER 1936, syn. n., a secondary junior homonym of Geostiba winkleri (BERNHAUER 1915), is synonymized with G. euboica PACE 1990. Ousipalia renominata LlKOVSKY 1984, a replacement name for Atheta (Ousipalia) scheerpeltzi BERNHAUER 1936, is transferred to Emmelostiba PACE; its primary and secondary sexual characters are figured, and a lectotype is designated. Additional records from Albania, Macedonia, Greece, and Turkey are presented for 20 species of Geostiba. The distributions of G. itiensis ASSING, G. obtusicollis ASSING, G. othrisensis sp.
  • Reghínio, a New Mammal Locality from the Plio-Pleistocene of Central

    Reghínio, a New Mammal Locality from the Plio-Pleistocene of Central

    N. Jb. Geo!. Paii:iont. Mh. 2006 (2) 116-128 Stuttgart, Februar 2006 Reghinio, a new mammal locality from the Plio-Pleistocene of Central Greece Athanassios Athanassiou, Athens With 4 figures and 2 tables ATHANASSIOU, A. (2006): Reghinio, a new mammal locality from the Plio-Pleisto­ cene of Central Greece. - N. lb. Geo!. Paliiont. Mh., 2006: 116 -128; Stuttgart. Abstract: A new fossil mammal locality is described. It was discovered in fluvio­ lacustrine sediments in the area of the village of Reghinio in Lokris, Central Greece. The fossil mammal remains comprise a partially preserved large cervid skull, as well as elephant tusk parts, which are referred to Eucladoceros sp. and Mammuthus cf. meridionalis respectively. Based on the material available to date, the locality can be dated to the late Pliocene - early Pleistocene. Keywords: Central Greece, Plio-Pleistocene, Mammalia, Cervidae, Eiephantidae, Eucladoceros, Mammuthus. Zusammenfassung: Eine neue Lokalitiit, die fossile Siiugetierreste geliefert hat, wird beschrieben. Die Fossilfunde stammen aus limnisch-fluviatilen Sedimenten in der Niihe des Dorfes Reghinio (Lokris, Mittelgriechenland). Es handelt sich urn den unvollstiindig erhaltenen Schiidel eines groBen Hirsches und urn ElefantenstoBzahn­ teile, die als Eucladoceros sp. bzw. Mammuthus cf. meridionalis bestimmt wurden. Die bis heute verfiigbaren Funde zeigen ein spatpliozanes bis friihpleistoziines Alter an. Schlfisselworter: Mittelgriechenland, Plio-Pleistoziin, Mammalia, Cervidae, Ele­ phantidae, Eucladoceros, Mammuthus. 1. Introduction The locality of Reghinio is situated in Lokris (District of Phthi6tis, Central Greece) near the homonymous village (Fig. 1). Its altitude is 280 m. The Reghinio, a new mammal locality from the Plio-Pleistocene of Central Greece 117 Arkitsa .. • Livanates Fig. 1. Geographical position (asterisk) of the Reghinio locality (REG).
  • Selido3 Part 1

    Selido3 Part 1

    ΔΕΛΤΙΟ ΤΗΣ ΕΛΛΗΝΙΚΗΣ ΓΕΩΛΟΓΙΚΗΣ ΕΤΑΙΡΙΑΣ Τόμος XLIII, Νο 3 BULLETIN OF THE GEOLOGICAL SOCIETY OF GREECE Volume XLIII, Νο 3 1 (3) ΕΙΚΟΝΑ ΕΞΩΦΥΛΛΟΥ - COVER PAGE Γενική άποψη της γέφυρας Ρίου-Αντιρρίου. Οι πυλώνες της γέφυρας διασκοπήθηκαν γεωφυ- σικά με χρήση ηχοβολιστή πλευρικής σάρωσης (EG&G 4100P και EG&G 272TD) με σκοπό την αποτύπωση του πυθμένα στην περιοχή του έργου, όσο και των βάθρων των πυλώνων. (Εργα- στήριο Θαλάσσιας Γεωλογίας & Φυσικής Ωκεανογραφίας, Πανεπιστήμιο Πατρών. Συλλογή και επεξεργασία: Δ.Χριστοδούλου, Η. Φακίρης). General view of the Rion-Antirion bridge, from a marine geophysical survey conducted by side scan sonar (EG&G 4100P and EG&G 272TD) in order to map the seafloor at the site of the construction (py- lons and piers) (Gallery of the Laboratory of Marine Geology and Physical Oceanography, University of Patras. Data acquisition and Processing: D. Christodoulou, E. Fakiris). ΔΕΛΤΙΟ ΤΗΣ ΕΛΛΗΝΙΚΗΣ ΓΕΩΛΟΓΙΚΗΣ ΕΤΑΙΡΙΑΣ Τόμος XLIII, Νο 3 BULLETIN OF THE GEOLOGICAL SOCIETY OF GREECE Volume XLIII, Νο 3 12o ΔΙΕΘΝΕΣ ΣΥΝΕΔΡΙΟ ΤΗΣ ΕΛΛΗΝΙΚΗΣ ΓΕΩΛΟΓΙΚΗΣ ΕΤΑΙΡΙΑΣ ΠΛΑΝHΤΗΣ ΓH: Γεωλογικές Διεργασίες και Βιώσιμη Ανάπτυξη 12th INTERNATIONAL CONGRESS OF THE GEOLOGICAL SOCIETY OF GREECE PLANET EARTH: Geological Processes and Sustainable Development ΠΑΤΡΑ / PATRAS 2010 ISSN 0438-9557 Copyright © από την Ελληνική Γεωλογική Εταιρία Copyright © by the Geological Society of Greece 12o ΔΙΕΘΝΕΣ ΣΥΝΕΔΡΙΟ ΤΗΣ ΕΛΛΗΝΙΚΗΣ ΓΕΩΛΟΓΙΚΗΣ ΕΤΑΙΡΙΑΣ ΠΛΑΝΗΤΗΣ ΓΗ: Γεωλογικές Διεργασίες και Βιώσιμη Ανάπτυξη Υπό την Αιγίδα του Υπουργείου Περιβάλλοντος, Ενέργειας και Κλιματικής Αλλαγής 12th INTERNATIONAL CONGRESS OF THE GEOLOGICAL SOCIETY OF GREECE PLANET EARTH: Geological Processes and Sustainable Development Under the Aegis of the Ministry of Environment, Energy and Climate Change ΠΡΑΚΤΙΚΑ / PROCEEDINGS ΕΠΙΜΕΛΕΙΑ ΕΚΔΟΣΗΣ EDITORS Γ.
  • Ellaktor Group Presentation De

    Ellaktor Group Presentation De

    Group Presentation December 2013 Recent Developments / 9M2013 Financial Highlights The agreements for the re-initiation of the suspended BOT projects of Argean Motorways and Olympia Odos have been submitted for approval to the parliament of the Hellenic Republic - financial close targeted in December 2013 Revenues in 9Μ 2013 reached € 884.5 ml, slightly increased (1.7%) compared to 9M2012, mainly as a result of increased revenues in Construction Operating profit (EBIT) reached € 83.9 ml Profit before tax reached € 42.9 ml, decreased by 13.8% vs 9M 2012 After tax (before minorities) the group reported losses of € 12.0 ml vs profits of € 26.8 ml in 9M 2012, negatively affected by increased deferred taxation of ~ € 25 ml as a result of the corporate tax rate increase from 20% to 26% (mainly impacting Attiki Odos) - no withholding tax on dividend distribution is expected on future dividend inflows from group companies that will have a net positive cash flow effect for the group Total construction backlog stands at ~ € 3.2 bn (incl. ~ € 390 ml of contracts pending signature) Negotiations for the re-initiation of the suspended BOT projects are in their final stages Corporate related Net Debt as of 30/9/2013 reached € 438.3 ml vs € 513.2 ml as of 31/12/2012, mainly due to an increase in cash - refinancing of corporate debt at ELLAKTOR and AKTOR Concessions is at its final stages of documentation and is expected to be signed by year end 2013 9eld0029 2 Key Investment highlights Leading infrastructure player in Greece with an increasing international footprint Significant values from participation in Eldorado Well-balanced diversified Gold / Hellas Gold portfolio of activities Growth prospects in Waste Unrivalled construction Management and knowhow (backlog Renewable Energy c.€3.2bn) Strong expected dividend stream from mature concessions (i.e.
  • Global Report Global Metro Projects 2020.Qxp

    Global Report Global Metro Projects 2020.Qxp

    Table of Contents 1.1 Global Metrorail industry 2.2.2 Brazil 2.3.4.2 Changchun Urban Rail Transit 1.1.1 Overview 2.2.2.1 Belo Horizonte Metro 2.3.4.3 Chengdu Metro 1.1.2 Network and Station 2.2.2.2 Brasília Metro 2.3.4.4 Guangzhou Metro Development 2.2.2.3 Cariri Metro 2.3.4.5 Hefei Metro 1.1.3 Ridership 2.2.2.4 Fortaleza Rapid Transit Project 2.3.4.6 Hong Kong Mass Railway Transit 1.1.3 Rolling stock 2.2.2.5 Porto Alegre Metro 2.3.4.7 Jinan Metro 1.1.4 Signalling 2.2.2.6 Recife Metro 2.3.4.8 Nanchang Metro 1.1.5 Power and Tracks 2.2.2.7 Rio de Janeiro Metro 2.3.4.9 Nanjing Metro 1.1.6 Fare systems 2.2.2.8 Salvador Metro 2.3.4.10 Ningbo Rail Transit 1.1.7 Funding and financing 2.2.2.9 São Paulo Metro 2.3.4.11 Shanghai Metro 1.1.8 Project delivery models 2.3.4.12 Shenzhen Metro 1.1.9 Key trends and developments 2.2.3 Chile 2.3.4.13 Suzhou Metro 2.2.3.1 Santiago Metro 2.3.4.14 Ürümqi Metro 1.2 Opportunities and Outlook 2.2.3.2 Valparaiso Metro 2.3.4.15 Wuhan Metro 1.2.1 Growth drivers 1.2.2 Network expansion by 2025 2.2.4 Colombia 2.3.5 India 1.2.3 Network expansion by 2030 2.2.4.1 Barranquilla Metro 2.3.5.1 Agra Metro 1.2.4 Network expansion beyond 2.2.4.2 Bogotá Metro 2.3.5.2 Ahmedabad-Gandhinagar Metro 2030 2.2.4.3 Medellín Metro 2.3.5.3 Bengaluru Metro 1.2.5 Rolling stock procurement and 2.3.5.4 Bhopal Metro refurbishment 2.2.5 Dominican Republic 2.3.5.5 Chennai Metro 1.2.6 Fare system upgrades and 2.2.5.1 Santo Domingo Metro 2.3.5.6 Hyderabad Metro Rail innovation 2.3.5.7 Jaipur Metro Rail 1.2.7 Signalling technology 2.2.6 Ecuador
  • Catálogo 2018

    Catálogo 2018

    CATÁLOGO 2018 EMPRESAS PROVEEDORAS ASOCIADAS A ALAMYS COMITÉ EDITORIAL Secretario General: Roland Zamora Vega. Jefe de Secretaría General: Constantin Dellis. Editora General: Daniela Barría Rodríguez. Diseño: Baobab Diseño. Contacto Comunicaciones ALAMYS: Daniela Barría. Mail: [email protected]. Teléfono: +56 2 2937 8226. Todos los derechos reservados ALAMYS Santiago de Chile, 2018 El “Catálogo 2018: empresas proveedoras asociadas a ALAMYS”, es un directorio elaborado por la Secretaría General de ALAMYS, con la colaboración de los representantes de cada una de las entidades que aquí se presentan. A todos ellos, agradecemos su disposición para la publicación de este documento. CATÁLOGO 2018: EMPRESAS PROVEEDORAS ASOCIADAS A ALAMYS ÍNDICE 4 SOBRE ALAMYS 5 PRESENTACIÓN 6 CATÁLOGO 2018: EMPRESAS PROVEEDORAS ASOCIADAS A ALAMYS (POR ORDEN ALFABÉTICO) 7 ALSTOM 51 INECO 9 ALTRAN 53 INGEROP 11 ARDANUY 55 MASABI 13 AWAAIT 57 MONT-ELE 15 AYESA 59 NIEDAX 17 BOMBARDIER 61 PANDROL 19 CAF 63 RATP DEV 21 CERTIFER 65 ROCKDELTA 23 CITEF 67 SENER 25 COLAS RAIL 69 SERDB 27 CONSOLIS 71 SICE 29 EGIS 73 SIEMENS 31 ENGIE 75 SONDA 33 ETF 77 STADLER 35 FAIVELEY 79 SYSTRA 37 GEZTNER 81 SYTECSA 39 GIRO 83 THALES 41 GLOBALVIA 85 VOESTALPINE 43 HUBNER 87 VOSSLOH 45 IDOM 47 ILF 49 INDRA 3 SOBRE ALAMYS: ASOCIACIÓN LATINOAMERICANA DE METROS Y SUBTERRÁNEOS La Asociación Latinoamericana de Metros y Subterráneos, ALAMYS, inició sus actividades en 1986, en Caracas, Venezuela, para compartir experiencias, aprender y colaborar para adquirir estándares de las mejores
  • 2021 13 May.Final. MA 24 May 2021

    2021 13 May.Final. MA 24 May 2021

    PHYSICAL AND METAPHYSICAL ZONES OF TRANSITION COMPARATIVE THEMES IN HITTITE AND GREEK KARST LANDSCAPES IN THE LATE BRONZE AND EARLY IRON AGES by ANNE PERSIDA HAY Submitted in accordance with the requirements for the degree of MASTER OF ARTS in the subject of ANCIENT NEAR EASTERN STUDIES at the UNIVERSITY OF SOUTH AFRICA SUPERVISOR: PROFESSOR M DE MARRE JANUARY 2021 2 DECLARATION Anne Persida Hay Student number: 35984597 Degree: Master of Arts in the subject of Ancient Near Eastern Studies I declare that Physical and Metaphysical Zones of Transition: comparative themes in Hittite and Greek karst landscapes in the Late Bronze and Early Iron Ages is my own work. All the sources that I have used or quoted have been indicated and acknowledged by means of complete references, and this work has not been submitted before for any other degree at any other institution. I further declare that I submitted the dissertation to originality checking software and that it falls within the accepted requirements for originality. ................................ Anne Persida Hay Dated 25th January 2021 © University of South Africa 2021 3 ACKNOWLEDGEMENTS The hardest part of writing this dissertation was forcing myself to stop. There is so much more to be explored. My journey above and below the earth has been fascinating and would not have been possible without a bursary from the College of Human Sciences at the University of South Africa (Unisa), for which I am immensely grateful. I am indebted to the following people: My supervisor, Professor Martine de Marre, Professor of Ancient History, Department of Biblical and Ancient Studies, gave me the freedom to follow karst hydrology and ancient imagination wherever I thought it flowed, offering unfamiliar texts that would assist my thinking.
  • Botanizing Greece October 28 – November 8, 2019 $2,940 Double Occupancy Or $3,640 Single Occupancy

    Botanizing Greece October 28 – November 8, 2019 $2,940 Double Occupancy Or $3,640 Single Occupancy

    Botanizing Greece October 28 – November 8, 2019 $2,940 double occupancy or $3,640 single occupancy Summary The first rains of fall bring a “second spring” to Greece, when bulbs that have been baking in the hot summer sun come to life. Join our guide, Lefteris Dariotis, as we travel around the country to find as many Crocus, Cyclamen, Colchicum species and other fall-blooming plants as possible! During our 12-day tour we´ll travel through oak forests carpeted by Cyclamen hederifolium in the north to the rugged coastlines, limestone mountains, and ancient olive groves of the Peloponnese where Crocus goulimyi and Crocus boryi line the scenic roads. We´ll visit the Crocus sativus fields of Kozani (where some of the world’s best saffron is produced), climb up to the ‘elevated’ monasteries of Meteora, explore botanical highlights of areas around Athens (including Lefteris’ personal gardens), drive through medieval villages in Mani and Messinia, and enjoy some of the best culinary and visual highlights that Greece has to offer. Day 1 Arrive in Athens. We’ll have the time to meet each other and enjoy some local wine at our welcome dinner in a traditional ‘taverna’. Day 2 We’ll start our day early to travel north. We´ll stop to pay tribute at Thermopylae, where Leonidas and his Spartan soldiers gave their final battle, and then climb the foothills of Mount Oeta and Kallidromo to search for sternbergias and colchicums as we drive through shrublands dotted by the yellow and orange shades of smoketrees (Cotinus coggygria) and purple heathers (Erica manipuliflora) and wind through extensive Greek fir (Abies cephalonica) forests.