• Title/Summary/Keyword: WoljungGyo Bridge

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A Study on Provenance of the Stone Relics of WoljungGyo Bridge built in Silla Kingdom based on Geological Properties (신라시대 교량 월정교에 사용된 석재 유구의 지질공학적 특성에 근거한 산지 추정 연구)

  • Lee, Kwnag-wu;Cho, Sam-Deok
    • Journal of the Korean Geosynthetics Society
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    • v.15 no.4
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    • pp.79-88
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    • 2016
  • A derelict bridge called WoljungGyo is being restored in Gyeongju, the capital city of ancient Silla. WoljungGyo was originally built in 760AD, and later rebuilt in 1280AD during the Goryeo Kingdom. The bridge lasted in working condition for at least 520 years. The bridge was uncovered to the remains of both abutments and four piers, with only one or two steps remaining. The provenance of the WoljungGyo stone relics was investigated to decide the type of stone for the restoration works. Field survey were carried out in the whole area of Gyeongju-Si with petrological investigation for the stone relics. Results of the study present that Namsan granite was used in those days for building of the WoljungGyo. It is seems that the used stones were obtained from tor or core stone around the Tongil-jeon and Tap-gok area in the east side of Mt. Namsan.

A Study on the Stability of Foundation for Piers of WoljungGyo Bridge Built in Ancient Silla (신라시대 교량 월정교 교각기초의 복원안정성 연구)

  • Lee, Kwang-Wu;Hong, Gigwon;You, Seung-Kyong
    • Journal of the Korean Geosynthetics Society
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    • v.18 no.4
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    • pp.273-286
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    • 2019
  • A derelict bridge called WoljungGyo was restored in Gyeongju, the capital city of ancient Silla. WoljungGyo was originally built in 760AD, and later rebuilt in 1280AD during the Goryeo Kingdom. The bridge lasted in working condition for at least 520 years. The bridge was uncovered to the remains of both abutments and four piers, with only one or two steps remaining. One of the foundation for piers showed evidence of partial settlement. The cause of the partial settlement is important for the successful restoration of the bridge so that an extensive investigation was carried out, which includes layer stratification by boring, 2-D stiffness profiling by surface-wave tests, and large scaled-plate load test for evaluating capacity. In addition to the field studies in the Woljunggyo bridge, 3-D finite element analysis was also conducted. Based on the results of the site investigation and the numerical analysis, it was concluded that the further ground improvement to build the piers was not necessary so that the gravels were placed and leveled underneath the existing pier stones to compensate partial settlement before the restoration.