Anticipate Construction of Single Pylon Cable-Stayed Kretek II Bridge in Near-Fault Zone
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Détails bibliographiques
| Auteur(s): |
Budi Santoso
(PT. Pratama Daya Cahya Manunggal)
Ary Pramudito (PT. Pratama Daya Cahya Manunggal) Muhammad Kadri Zamad (PT. Pratama Daya Cahya Manunggal) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019 | ||||
| Publié dans: | The Evolving Metropolis | ||||
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| 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. |
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| Mots-clé: |
Pont à haubans
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