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Feasibility Study of Submerged Floating Crossing
CIE4061-09 Multidisciplinary Project Feasibility Study of Submerged Floating Crossing SFC Group Daniil Popov Fahad Pervaiz Mazen Alqadi Nauman Raza Sung-Soo Lim 13th June 2018 Multidisciplinary Project Feasibility Study of a Submerged Floating Crossing By Daniil Popov 4771346 Fahad Pervaiz 4767926 Mazen Alqadi 4765478 Nauman Raza 4767918 Sung-Soo Lim 4764633 CIE4061-09 Multidisciplinary Project at Delft University of Technology, to be submitted on Wednesday June 13, 2018. Instructor: Ir. Erik van Berchum Dr. Ir. Dirk Jan Peters Dr. Ir. Xuexue Chen Table of Contents 1 INTRODUCTION ......................................................................................................................... 10 BACKGROUND ............................................................................................................................. 10 E39 FERRY-FREE PROJECT .............................................................................................................. 10 OBJECTIVE ................................................................................................................................. 10 MAIN DEFINITION ........................................................................................................................ 11 SUBMERGED FLOATING CROSSING (SFC) ................................................................................................. 11 FAILURE ............................................................................................................................................. 11 -
Hele Rapporten Og Dens Enkelte Deler
TØI rapport 1542/2016 Tor-Olav Nævestad Karen Ranestad Beate Elvebakk Sunniva Meyer Kartlegging av kjøretøybranner i norske vegtunneler 2008-2015 TØI-rapport 1542/2016 Kartlegging av kjøretøybranner i norske vegtunneler 2008-2015 Transportøkonomisk institutt (TØI) har opphavsrett til hele rapporten og dens enkelte deler. Innholdet kan brukes som underlagsmateriale. Når rapporten siteres eller omtales, skal TØI oppgis som kilde med navn og rapportnummer. Rapporten kan ikke endres. Ved eventuell annen bruk må forhåndssamtykke fra TØI innhentes. For øvrig gjelder åndsverklovens bestemmelser. ISSN 0808-1190 ISBN 978-82-480-1823-0 Papirversjon ISBN 978-82-480-1821-6 Elektronisk versjon Oslo, desember 2016 Tittel: Kartlegging av kjøretøybranner i norske Title: Vehicle fires in Norwegian road tunnels vegtunneler 2008-2015 2008-2015 Forfattere: Tor-Olav Nævestad Authors: Tor-Olav Nævestad Karen Ranestad Karen Ranestad Beate Elvebakk Beate Elvebakk Sunniva Meyer Sunniva Meyer Dato: 12.2016 Date: 12.2016 TØI-rapport 1542/2016 TØI Report: 1542/2016 Sider: 96 Pages: 96 ISBN papir: 978-82-480-1823-0 ISBN Paper: 978-82-480-1823-0 ISBN elektronisk: 978-82-480-1821-6 ISBN Electronic: 978-82-480-1821-6 ISSN: 0808-1190 ISSN: 0808-1190 Finansieringskilde: Statens vegvesen, Financed by: Norwegian Public Roads Vegdirektoratet Administration Prosjekt: 4398 – Vegtunnelbrann2016 Project: 4398 – Vegtunnelbrann2016 Prosjektleder: Tor-Olav Nævestad Project Manager: Tor-Olav Nævestad Kvalitetsansvarlig: Rune Elvik Quality Manager: Rune Elvik Fagfelt: 24 Sikkerhet og organisering Research Area: 24 Safety and organisation Emneord: Vegtunnel Keywords: Road tunnels Branner Fires Undersjøiske vegtunnel Undersea tunnel Tunge kjøretøy Heavy vehicles Sammendrag: Summary: Det er godt over 1100 vegtunneler i Norge. -
The Talsinki Tunnel Channelling Chinese Interests Into the Baltic Sea
Analysis The Talsinki Tunnel Channelling Chinese Interests into the Baltic Sea December 2019 | Frank Jüris | Title: The Talsinki Tunnel: Channelling Chinese Interests into the Baltic Sea Author(s): Jüris, Frank Publication date: December 2019 Category: Analysis Cover page photo: A giant panda (ailuropoda melanoleuca) is pictured at the Moscow zoo in central Moscow early on July 13, 2019. Kirill KUDRYAVTSEV/AFP Keywords: Talsinki Tunnel, Estonia, Finland, China, security, Belt and Road Initiative, Arctic Silk Road Disclaimer: The views and opinions contained in this paper are solely those of its author(s) and do not necessarily represent the official policy or position of the International Centre for Defence and Security or any other organisation. ISSN 2228-2076 ©International Centre for Defence and Security 63/4 Narva Rd., 10152 Tallinn, Estonia [email protected], www.icds.ee I The Talsinki Tunnel I infrastructure projects are one day linked with the European connectivity project Rail Baltic, Introduction China’s Polar Silk Road could stretch from the Arctic as far as Warsaw and Berlin. On 3 September 2019 at the Party School of the Central Committee of China’s Polar Silk Road could stretch from the Communist Party of China (CPC), the party’s General Secretary, Xi the Arctic as far as Warsaw and Berlin Jinping, gave a speech titled “Struggle” (douzheng, 斗争), in which he referred to This paper will look at the Talsinki tunnel recent history: under Mao, the Chinese people project from a broad strategic perspective had stood up (zhan qilai, 站起来); under Deng related to China’s assertive foreign policy in the and his successors they became rich (fu qilai, 富 framework of the BRI. -
Port of Bergen
Cruise Norway The complete natural experience A presentation of Norwegian destinations and cruise ports Cruise Norway Manual 2007/2008 ANGEN R W NNA : GU OTO H Index P Index 2 Presentation of Cruise Norway 2-3 Cruise Cruise Destination Norway 4-5 Norwegian Cruise Ports 6 wonderful Norway Distances in nautical miles 7 The “Norway Cruise Manual” gives a survey of Norwegian harbours Oslo Cruise Port 8 providing excellent services to the cruise market. This presentation is edited in a geographical sequence: It starts in the North - and finishes Drammen 10 in the South. Kristiansand 12 The presentation of each port gives concise information about the most 3 Small City Cruise 14 important attractions, “day” and “halfday” excursions, and useful, practical information about harbour conditions. The amount of information is limited Stavanger 16 due to space. On request, more detailed information may be obtained from Eidfjord 18 Cruise Norway or from the individual ports. The “Norway Cruise Manual” is the only comprehensive overview of Ulvik 20 Norwegian harbours and the cooperating companies that have the Bergen 22 international cruise market as their field of activity. The individual port authorities / companies are responsible for the information which Vik 24 appears in this presentation. Flåm 26 An Early Warning System (EWS) for Norwegian ports was introduced in 2004 Florø 28 - go to: www.cruise-norway.no Olden/Nordfjord 30 T D Geirangerfjord 32 N Y BU Ålesund 34 NANC : Molde/Åndalsnes 36 OTO PH Kristiansund 38 Narvik 40 Møre and Romsdal Lofoten 42 Vesterålen 44 Y WA R NO Harstad 46 ation Tromsø 48 Presenting V INNO Alta 50 . -
Satellites HY-1C and Landsat 8 Combined to Observe the Influence of Bridge on Sea Surface Temperature and Suspended Sediment Concentration in Hangzhou Bay, China
water Article Satellites HY-1C and Landsat 8 Combined to Observe the Influence of Bridge on Sea Surface Temperature and Suspended Sediment Concentration in Hangzhou Bay, China Shuyi Huang 1, Jianqiang Liu 2 , Lina Cai 1,*, Minrui Zhou 1, Juan Bu 1 and Jieni Xu 1 1 Marine Science and Technology College, Zhejiang Ocean University, Zhoushan 316004, China; [email protected] (S.H.); [email protected] (M.Z.); [email protected] (J.B.); [email protected] (J.X.) 2 National Satellite Ocean Application Service (NSOAS), Beijing 100081, China; [email protected] * Correspondence: [email protected] Received: 8 August 2020; Accepted: 13 September 2020; Published: 17 September 2020 Abstract: We analyzed the influence of a cross-sea bridge on the sea surface temperature (SST) and suspended sediment concentration (SSC) of Hangzhou Bay based on landsat8_TIRS data and HY-1C data using an improved single window algorithm to retrieve the SST and an empirical formula to retrieve the SSC. In total, 375 paired sampling points and 70 transects were taken to compare the SST upstream and downstream of the bridge, and nine transects were taken to compare the SSC. The results show the following. (i) In summer, when the current flows through the bridge pier, the downstream SST of the bridge decreases significantly, with a range of 3.5%; in winter, generally, the downstream SST decreases but does not change as obviously as in summer. The downstream SSC increases obviously. (ii) The range of influence of the bridge pier on the downstream SST is about 0.3–4.0 km in width from the bridge and that on the downstream SSC is approximately 0.3–6.0 km. -
Tr Eball Fin Al D E G R Au
Submerged Floating Tunnels: A review and study of their use for GRAU strait crossing. Treball realitzat per: Victor Carbassé Mumbrú Dirigit per: Gonzalo Ramos Schneider Grau en: Enginyeria Civil Barcelona, 23 de Setembre del 2019 Departament d’Enginyeria Civil i Ambiental TREBALL TREBALL FINAL DE SUBMERGED FLOATING TUNNELS: A REVIEW AND STUDY OF THEIR USE FOR STRAIT CROSSING. SUBMERGED FLOATING TUNNELS: A REVIEW AND STUDY OF THEIR USE FOR STRAIT CROSSING. Acknowledgements Foremost, I would like to express my sincere gratitude to my advisor, Prof. Gonzalo Ramos Schneider for the continuous support on my thesis study and research, for his patience guidance, encouragement, advice and immense knowledge. His guidance helped me in all the time of research and writing of this thesis. Besides my advisor, I would like to thank my family, for their unconditional support and advice all along my life, without them this thesis would not have been possible. Finally, I would like to thank my friends in the Polytechnic University of Catalonia where it has been a pleasure to study this last four years, for their support, encouragement and camaraderie. Thank you. SUBMERGED FLOATING TUNNELS: A REVIEW AND STUDY OF THEIR USE FOR STRAIT CROSSING. SUBMERGED FLOATING TUNNELS: A REVIEW AND STUDY OF THEIR USE FOR STRAIT CROSSING. Abstract Submerged floating tunnels (SFTs) are innovative structural solutions to waterway crossings, such as sea-straits. As the width and depth of straits increase, the conventional structures such as cable-supported bridges, underground tunnels or immersed tunnels become uneconomical alternatives. In this thesis, we will understand how Submerged Floating Tunnels work, how they are designed and constructed, find advantages and disadvantages and, finally, when all that is clear, we will evaluate the possible application of this type of crossing on the Chacao Channel. -
Eiganes Tunnel Gunnar Eiterjord, Norwegian Roads Administration
© 2014, Svenska Bergteknikföreningen och författarna/Swedish Rock Engineering Association and authors 9. RV 13 Ryfast, world’s longest subsea road tunnel combined with E 39 – Eiganes Tunnel Gunnar Eiterjord, Norwegian Roads Administration Abstract The Rv.13 Ryfast project is an undersea tunnel which will connect the city of Sta- vanger to the Ryfylke region. When completed, the tunnels will replace the existing vehicle ferries which operate between Stavanger and Tau, and between Lauvvik and Oanes. Currently the combined daily traffic volume for both ferry routes is 4,000 vehicles (AADT). Ryfast consists of two dual lane, subsea tunnels - The Hundvåg tunnel (from the new E39 Eiganes tunnel to the Island of Hundvåg), and the Solbakk tunnel (which extends from the Hundvåg tunnel to Strand, in Ryfylke). Construction time will be five and a half to 6 years, with an expected opening in 2018/19. Safety issues have played a major role during the initial planning phase of the project, with focus on integrating ideas and proposals from the emergency services and experts from various fields. The tunnelling network will also reduce today’s E39 bottlenecks in Stavanger, with traffic currently routed along heavily congested local roads. The E39 Eiganes tunnel will be the new ‘North/South’ main route through Stavanger, extending the existing motorway beyond the Stavanger central business district, and significantly reducing local traffic. The primary route for the project is 5km long, comprised of dual tunnels 3.7km long, and 1.3km of ground level, two lane carriageways. In ad- dition to the primary North and South Bound tunnels, the project will also include tunnelled entry/exit ramps, and the connection to the Ryfast Hundvåg tunnel. -
Bouygues Construction Press Kit
Bouygues Construction Press kit Contents CONTENTS 1 I- GROUP PRESENTATION 3 1/ Introduction: profile 3 2/ Simplified organisation chart 4 3/ Members of the Board of Directors (as at 18 February 2016) 4 4/ General Management Committee 5 5/ International operations 7 II. FINANCIAL RESULTS 8 Sales 8 Each entity’s contribution to sales 8 Geographic breakdown of sales 9 Current operating profit 2015 9 Net profit, Group share 2015 9 III. STRATEGY 10 1/ Growth strategy and opportunities 10 2/ Strengths and assets 11 IV. PRINCIPAL ONGOING PROJECTS 12 France 12 Internationally 21 V. A SELECTION OF PRESTIGIOUS PROJECTS 30 France 30 International 39 VI. BOUYGUES CONSTRUCTION ENTITIES 49 1/ Bouygues Bâtiment Ile-de-France 49 2/ Bouygues Entreprises France-Europe 49 3/ Bouygues Bâtiment International 50 4/ Bouygues Travaux Publics 51 1 Bouygues Construction - Press kit 5/ VSL 51 6/ Concessions Division 52 7/ Bouygues Energies & Services 53 VII. PRESS CONTACTS 54 2 Bouygues Construction - Press kit I - Group Presentation 1/ Introduction: profile Bouygues Construction is a global player in construction and services. Its skills and expertise make the company a leader in sustainable construction. With operations in nearly 80 countries, Bouygues Construction and its employees develop long-term relationships with customers in order to help them shape a better life. The Group employs 50,000 people around the world, and it generated sales worth €12 billion in 2015. 3 Bouygues Construction - Press kit 2/ Simplified organisation chart 3/ Members of the Board -
Geochina 2016 International Conference
GEOCHINA 2016 INTERNATIONAL CONFERENCE Sustainable Civil Infrastructures: Innovative Technologies for Severe Weathers and Climate Changes CONFERENCE PROGRAM SHANDONG, CHINA • JULY 25th ~ 27th, 2016 Hosted by In cooperation with Shandong Department of Transportation, Shandong High Speed Group, GeoChina Civil Infrastructure Association, and University of Oklahoma Co-Sponsors GeoChina International Conference Sustainable Civil Infrastructures: Innovative Technologies for Severe Weathers and Climate Changes th th Shandong, China • July 25 ~ 27 , 2016 Invitation On behalf of the Organizing Committee, we are pleased to invite you to attend the 4th GeoChina International Conference 2016 to be held in Shandong, China from July 25th to 27th, 2016. This Sustainable Civil Infrastructures using Innovative Technologies and Material is endorsed by a number of leading international professional organizations. This conference will provide a showcase for recent developments and advancements in design, construction, and safety Inspections of transportation Infrastructures and offer a forum to discuss and debate future directions for the 21st century. Conference topics cover a broad array of contemporary issues for professionals involved in bridge, pavement, geotechnical, tunnel, railway, and emerging techniques for safety Inspections. You will have the opportunity to meet colleagues from all over the world for technical, scientific, and commercial discussions. Shandong, with a history of more than 5,000 years, is considered one of the birthplaces of Chinese civilization. It is being developed into a modern international economic, financial, and trade center. Recent rapid construction in China has provided great opportunities for bridge, pavement, geotechnical, and tunnel engineers to use their knowledge and talents to solve many challenging problems involving highway bridge structures, pavements, materials, ground improvement, slopes, excavations, and tunnels with innovative solutions and cutting-edge technologies. -
Review of the Hydrodynamic Challenges in the Design Of
Wei et al. Advances in Bridge Engineering (2020) 1:21 Advances in https://doi.org/10.1186/s43251-020-00020-9 Bridge Engineering REVIEW Open Access Review of the hydrodynamic challenges in the design of elevated pile cap foundations for sea-crossing bridges Kai Wei1* , Cong Zhou1, Mingjin Zhang1, Zilong Ti1 and Shunquan Qin1,2 * Correspondence: kaiwei@home. swjtu.edu.cn Abstract 1Department of Bridge Engineering, Southwest Jiaotong University, With the increasing demand for land transportation in coastal areas, the number of Chengdu 610031, China sea-crossing bridges has increased rapidly. In the construction of sea-crossing Full list of author information is bridges, the elevated pile cap foundation is one of the most commonly used available at the end of the article foundation types. This paper summarizes four main aspects of the research on the hydrodynamic effects on elevated pile cap foundations through timing analysis and keyword co-occurrence analysis. The relevant studies are reviewed from the aspects of waves, currents, and their interactions; the hydrodynamic load on the elevated pile cap foundation; fluid-structure interactions; and the structural responses of bridges that are supported by elevated pile cap foundations. Finally, the following future prospects for hydrodynamic studies of elevated pile cap foundations for the sea-crossing bridge have been discussed, which include wave-current interaction mechanism, wave-current load, fully coupled fluid-structure interactions, and structural dynamic response under hydrodynamic combined with the other hazards. Keywords: Sea-crossing bridges, Elevated pile cap foundation, Hydrodynamic load, Fluid-structure interaction, Dynamic response, CiteSpace 1 Introduction In recent decades, the demand for land transportation in coastal areas of various coun- tries has continued to grow, which has led to a rapid development stage in the con- struction of sea-crossing bridges (Ti et al. -
Activity Report 2019 Activity Reports 2019 ITA Is the Leading International Organization for 4 Albania Tunnelling and Underground Space
ITA MEMBER NATION ACTIVITY REPORTS 2019 ITA MEMBER NATION MEMBER NATION ITA September 2020 ACTIVITY REPORTS 2019 ITA Member Nation Activity Reports 2019 1 20-08-18_011_ID20081_eAz_Brenner_ITA Activity Report_210x297_RZgp ITA MEMBER NATION ACTIVITY REPORTS 2019 BRENNER BASE TUNNEL, AUSTRIA – ITALY PUSHING LIMITS WITH VIGOROUS ENGINEERING The new brenner base tunnel represents a next level of trail blazing hard-rock-tunnelling. With a total length of 64 km and maximum overburdenHERRENKNECHT of 1,300 meters this high-impact project AD sets new records. Six project specific engineered Herrenknecht hard-rock-machines are involved in the hardest mission worldwide. Empowering our customers to push the limits. herrenknecht.com/bbt/ Contractors: 1 x Gripper TBM: Consortium H33 Tulfes-Pfons 3 x Double Shield TBM: Consortium Mules 2-3 2 x Single Shield TBM: Consortium H51 Pfons-Brenner 2 20-08-18_011_ID20081_eAz_Brenner_ITA Activity Report_210x297_RZgp.indd 1 18.08.20 10:34 ITA MEMBER NATION ACTIVITY REPORTS 2019 Contents Jinxiu (Jenny) Yan ITA President ITA President’s message for the ITA ITA MEMBER NATION Member Nations Activity Report 2019 Activity Reports 2019 ITA is the leading international organization for 4 Albania tunnelling and underground space. This position is dependent not only on the intensive worldwide 5 Argentina activities of the ITA itself, but also of its Member 6 Australia Nations with their leading positions in their respective countries. Over the past year, this has 9 Belarus been further consolidated via stronger communication and closer cooperation 10 Brazil between the ITA and its Member Nations, and also among the Member Nations 13 Bulgaria themselves. Issuing this print version of the yearly ITA Member Nations Activity report is one 13 Canada of the most effective ways to promote better communications within the ITA HERRENKNECHT AD 16 Chile family. -
Solbakk Undersea Tunnel, Norway
24. ročník - č. 3/2015 PODMORSKÝ CESTNÝ TUNEL SOLBAKK, NÓRSKO SOLBAKK UNDERSEA TUNNEL, NORWAY JURAJ ANTOLÍK, MARTIN MAGDOLEN ABSTRAKT V prvej polovici roku 2013 boli začaté práce na výstavbe doposiaľ najdlhšieho podmorského cestného tunela na svete. Tunel Solbakk je súčasťou ambiciózneho a náročného projektu Ryfast, ktorý pozostáva z dvoch podmorských cestných tunelov (tunel Solbakk, tunel Hundvåg). Predpokladané ukončenie prác je na prelome rokov 2018 a 2019 a náklady na celý projekt by mali do - siahnuť úroveň 6,199 mld. nórskych korún (cca 753 mil. eur), pričom 90 % nákladov pokryje mýto a 10 % vládne zdroje. Vďaka tomu- to projektu bude zabezpečené dopravné spojenie medzi mestom Stavanger, ktoré je označované ako hlavné ropné mesto Nórska, a malým mestečkom Tau. V súčasnosti sú prepojené trajektovou dopravou alebo cestou dlhou 70 km, ktorá obchádza záliv v Severnom mori. Tunel Solbakk bude dlhý 14,3 km. Výstavba je vzhľadom na geologické podmienky realizovaná vrtno-trhacími prácami, ktoré vykonávajú zamestnanci spoločnosti TuCon. Najhlbší bod tunela sa nachádza 290 m pod hladinou mora. Trasa povedie popod malým ostrovom Hidle, kde je naplánovaná výstavba ventilačnej šachty hlbokej viac ako 300 m. Očakávaná intenzita dopravy po vybudo- vaní je 4000 áut denne a 8000 áut za deň v roku 2035. Práve tieto parametre robia z tunela Solbakk najhlbší a zároveň najdlhší pod- morský cestný tunel nielen v Nórsku, ale aj na celom svete. ABSTRACT The work on the till now world’s longest undersea road tunnel commenced in the first half of 2013. The Solbakk tunnel is part of the Rykfast project, which is a project consisting of two undersea road tunnels (the Solbakk and the Hundvåg).