IZMIT BAY BRIDGE Geotechnical challenges and innovative solutions

被引：0
|
作者：
Steenfelt, Jorgen S. [1 ]
Foged, Brian [1 ]
Augustesen, Anders H. [1 ]
机构：
[1] COWI, Lyngby, Denmark
来源：
INTERNATIONAL JOURNAL OF BRIDGE ENGINEERING | 2015年 / 3卷 / 03期
关键词：
Earthquake; Foundations; Pile inclusions; Suspension bridge;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The Izmit Bay Suspension Bridge, app. 50 km east of Istanbul, crosses the Sea of Samara with a main span of 1550 m. The foundation of the bridge poses interesting challenges in that the bridge site is in a highly seismic region. Moreover the ground profile ranges from Dolomitic Limestone to a thick sandwich of silty sand and clay layers overlying the bedrock.
引用
收藏
页码：53 / 68
页数：16
相关论文
共 37 条
  • [11] Innovative bankseat for new Highfield Lane Bridge, UK
    Biana, I.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2007, 160 (03) : 149 - 159
  • [12] Intra-basinal water movements induced by faulting:: the August 17, 1999, Golcuk (Izmit Bay) earthquake (MW=7.4)
    Öztürk, H
    Koral, H
    Geist, EL
    MARINE GEOLOGY, 2000, 170 (3-4) : 263 - 270
  • [13] The Vasco de Gama Bridge over the river Tagus in Lisbon - Main geotechnical aspects
    Correia, RM
    Pinto, PSSE
    GEOTECHNICAL ENGINEERING FOR TRANSPORTATION INFRASTRUCTURE, VOLS 1-3: THEORY AND PRACTICE, PLANNING AND DESIGN, CONSTRUCTION AND MAINTENANCE, 1999, : 447 - 458
  • [14] Innovative Approaches to Steel Bridge Repair and Strengthening Around the Globe
    Vonk, Edo
    STRUCTURAL ENGINEERING INTERNATIONAL, 2019, 29 (04) : 537 - 541
  • [15] Multiple periodic solutions for suspension bridge systems
    Huang, Chen
    Jia, Gao
    Ding, Zhonghai
    JOURNAL OF MATHEMATICAL ANALYSIS AND APPLICATIONS, 2019, 477 (01) : 463 - 475
  • [16] The impact of the 1999 Mw 7.4 event in the Izmit Bay (Turkey) on anthropogenic contaminant (PCBs, PAHs and PBDEs) concentrations recorded in a deep sediment core
    Giuliani, S.
    Bellucci, L. G.
    Cagatay, M. N.
    Polonia, A.
    Piazza, R.
    Vecchiato, M.
    Pizzini, S.
    Gasperini, L.
    SCIENCE OF THE TOTAL ENVIRONMENT, 2017, 590 : 799 - 808
  • [17] Seismic behavior of a bridge pier with innovative fiber composite and concrete elements
    Gopalakrishnan, B
    Saiidi, M
    Gordaninejad, F
    FRP COMPOSITES IN CIVIL ENGINEERING, VOLS I AND II, PROCEEDINGS, 2001, : 1345 - 1352
  • [18] An eco-sustainable innovative geotechnical technology for the structures seismic isolation, investigated by FEM parametric analyses
    Abate, Glenda
    Fiamingo, Angela
    Massimino, Maria Rossella
    BULLETIN OF EARTHQUAKE ENGINEERING, 2023, 21 (10) : 4851 - 4875
  • [19] Modelling of soil-structure interaction for seismic analyses of the lzmit Bay Bridge
    Lyngs, J. H.
    Kasper, T.
    Bertelsen, K. S.
    CHALLENGES AND INNOVATIONS IN GEOTECHNICS: PROCEEDINGS OF THE 18TH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOL 1, 2013, : 763 - 768
  • [20] Study on variation of soil site amplification with depth : A case at Treasure Island geotechnical array, San Francisco bay
    Wang Hai-Yun
    CHINESE JOURNAL OF GEOPHYSICS-CHINESE EDITION, 2014, 57 (05): : 1498 - 1509
1234