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Safety Risk Analysis of Super-Large Span Suspension Bridge Supporting Rotary Structure Composite Ground Wall Anchorage Foundation

 Safety Risk Analysis of Super-Large Span Suspension Bridge Supporting Rotary Structure Composite Ground Wall Anchorage Foundation
Auteur(s): , , , ,
Présenté pendant IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, publié dans , pp. 1353-1361
DOI: 10.2749/nanjing.2022.1353
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According to the geological characteristics of the deep soft overburden and high pressurized water where the anchor of the 2300 meters suspension bridge is located, the safety risk analysis of the ...
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Détails bibliographiques

Auteur(s): (Jiangsu Provincial Transportation Engineering Construction Bureau,Jiangsu,China)
(Jiangsu Provincial Transportation Engineering Construction Bureau,Jiangsu,China)
(Jiangsu Provincial Transportation Engineering Construction Bureau,Jiangsu,China)
(CCCC HIGHWAY CONSULTANTS CO.,LTD., Xicheng City, BeiJing, China)
(CCCC HIGHWAY CONSULTANTS CO.,LTD., Xicheng City, BeiJing, China)
(CCCC HIGHWAY CONSULTANTS CO.,LTD., Xicheng City, BeiJing, China)
(CCCC HIGHWAY CONSULTANTS CO.,LTD., Xicheng City, BeiJing, China)
(CCCC Highway Bridges National Engineering Research Centre CO., Ltd., Xicheng City, BeiJing, China)
(CCCC Highway Bridges National Engineering Research Centre CO., Ltd., Xicheng City, BeiJing, China)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Publié dans:
Page(s): 1353-1361 Nombre total de pages (du PDF): 9
Page(s): 1353-1361
Nombre total de pages (du PDF): 9
DOI: 10.2749/nanjing.2022.1353
Abstrait:

According to the geological characteristics of the deep soft overburden and high pressurized water where the anchor of the 2300 meters suspension bridge is located, the safety risk analysis of the diaphragm wall anchorage foundation with rectangular-ambulatory-plane was carried out, and the risk sources were sorted out. The risk levels of each risk source were evaluated by expert questionnaire, and the risk levels of anchorage were analyzed by Kent index method. The countermeasures of all risk sources were formulated, and the main risk factors were studied. On this basis, the design scheme of anchorage foundation was optimized, the key control measures of risk factors in the construction process were put forward, and the corresponding emergency plans for main construction risks were formulated, which provided a guarantee for the smooth implementation of anchorage foundation scheme.

Mots-clé:
pont suspendu ancrage
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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