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Anticipate Construction of Single Pylon Cable-Stayed Kretek II Bridge in Near-Fault Zone

 Anticipate Construction of Single Pylon Cable-Stayed Kretek II Bridge in Near-Fault Zone
Auteur(s): , ,
Présenté pendant IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019, publié dans , pp. 158-164
DOI: 10.2749/newyork.2019.0158
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The earthquake event occurred with a magnitude of 7.4 which caused a tsunami and liquefaction was the cause the Ponulele bridge collapse, which precisely cut the location of the fault. Such events ...
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Détails bibliographiques

Auteur(s): (PT. Pratama Daya Cahya Manunggal)
(PT. Pratama Daya Cahya Manunggal)
(PT. Pratama Daya Cahya Manunggal)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019
Publié dans:
Page(s): 158-164 Nombre total de pages (du PDF): 7
Page(s): 158-164
Nombre total de pages (du PDF): 7
DOI: 10.2749/newyork.2019.0158
Abstrait:

The earthquake event occurred with a magnitude of 7.4 which caused a tsunami and liquefaction was the cause the Ponulele bridge collapse, which precisely cut the location of the fault. Such events are expected not to occur in other locations. The characteristics of Kretek II cable-stayed bridge location is relatively identical to the location of the Ponulele Bridge. The distance of Opak fault from the location of the planned Kretek II Bridge is approximately 20 m with a slip-rate of 2.4 mm/year. This situation is also exacerbated by local soil conditions that have the potential for liquefaction.

Mots-clé:
Pont à haubans