• Title/Summary/Keyword: Bukjiri Maaeyeoraejwasang

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Precisely Nondestructive Diagnosis and Slope Stability of the Bonghwa Bukjiri Maaeyeoraejwasang (Rock-Carved Seated Buddha Statue), Korea (봉화 북지리마애여래좌상의 비파괴 정밀진단과 사면안정성 분석)

  • Cho, Ji-Hyun;Jo, Young-Hoon;Chun, Yu-Gun;Choi, Joon-Hyun;Lee, Chan-Hee
    • Journal of Conservation Science
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    • v.26 no.2
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    • pp.121-132
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    • 2010
  • The Bukjiri Maaeyeoraejwasang (National Treasure No. 201) consists of two-mica granite in medium size, which was the simbol of power in the region of the Silla period. Magnetic susceptibility of the host rock was measured as 0.41(${\times}10^{-3}$ SI unit), which has the similar range with surrounding outcrop. The Buddha developed parallel discontinuous plane of NE to SW strike and damaged seriously by exfoliation, granular disintegration and brown discoloration as 41.5%, 16.7% and 40.0%, respectively. As a result of the ultrasonic velocity, which was relatively weak values as 1,629m/s (Buddha area) and 1,549m/s (surrounding outcrop), improved about 900m/s compared to last treatment. From the results of the evaluation for slope stability, identified the possibility of toppling failure in the Buddha, and planar and wedge failure in host rock. Therefore, we suggest for the safely conservation of the Buddha, continuance monitoring for understand behavior of discontinuity system of the surface, and necessitate foundation reinforcement method for the rock which has the danger of collapse.

Conservation treatment of the Bonhwa Bukjiri Maaeyeoraejwasang(Rock-Carved Seated Buddha Statue), Korea (봉화 북지리 마애여래좌상의 과학적 보존처리)

  • Kim, Sa-dug;Choi, Joon-Hyun
    • 보존과학연구
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    • s.34
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    • pp.6-17
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    • 2013
  • Bukjiri Seated Rock-carved Buddha of Bonghwa is a rock carved Buddhist Statues on the Two-Mica Granite with mid-size grains. The non-destructive diagnosis on the statues showed that their surfaces had been damaged by exfoliation or granular decomposition and their physical properties are also found to be weak. In addition, the evaluation of slope stability showed that there are the possibility of toppling failure, or planar and wedge failure. So, we have recovered the physical strength and structural stability of rock using the scientific conservation treatment. We also founded that the existing shelter was damaged by the poor ventilation and water leakage. So we constructed it in a way that there is no water leakage while the ventilation is good.

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