• Title/Summary/Keyword: Schimidt rock hammer test

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Engineering Geological Analysis for the Quarry Located at the Construction Site of the New Susan Harbor (부산 신항만 건설현장의 채석장에 대한 지질공학적 고찰)

  • 최정찬
    • The Journal of Engineering Geology
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    • v.13 no.3
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    • pp.359-368
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    • 2003
  • A quarry is operated for filling-up the New Busan Harbor which is under construction, but actual rock quality is something different from the primary design. Therefore, object of this study is to classify whole rock quality for the quarry through site investigation and laboratory analyses because unexpected large amount of wasted rock is produced. For this object, various analyses were performed such as surveying, Schimidt Hammer test. joint spacing investigation and laboratory analyses using DIPS & RockWorks programs for evaluating joint sets and sizes of rock fragments after blasting. As a result, it is expected that large amount of wasted rock under ${\Phi}100mm$ is produced after blasting because of high joint density.

An Analysis for Engineering-Geological Factors on the SL-2 Rock Slope along New Road at Hapcheon-Gun, Gyeongsangnam-Do (경상남도 합천군 신설도로의 SL-2 암반사면에 대한 지질공학적 고찰)

  • Choi Jung-Chan;Song Yong-Sun;La Won-Jin;Kim Nam-Hoon
    • The Journal of the Petrological Society of Korea
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    • v.14 no.3 s.41
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    • pp.180-190
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    • 2005
  • The road slope at Hapcheon-Gun, Gyeongsangnam-Do is under construction, but actual rock quality & discontinuities on the cut slope are something different from the primary design. Therefore, object of this study is to analyze whole engineering-geological characteristics for this slope through site investigation and laboratory analyses because small scale landslides have been occurred during this road construction. For this object, various analyses were performed such as surveying, Schimidt Hammer test, discontinuity investigation and laboratory analysis using DIPS far evaluating slope stability. As the result, it is identified that reinforcement work is needed because plane, toppling & wedge failures will be possibly occurred and seepages are concentrated at several points.