• Title/Summary/Keyword: Plain bearing

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Experimental Study on the Material Properties of High Strength Concrete with Hollow Glass Powder (유공유리분말 혼입 고강도 콘크리트의 물성에 관한 실험적 연구)

  • Yoon, Seob;Lee, Han-Yong;Seo, Tae-Seok
    • Journal of the Korea Institute of Building Construction
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    • v.20 no.4
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    • pp.313-319
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    • 2020
  • In this study, in order to confirm the applicability of Hollow Glass Powder(HGP) in 70MPa-class high strength concrete, the fresh and hardened states were examined according to the amount of HGP, and the results are as follows. The flow characteristics showed that the slump flow increased slightly as the amount of HGP was increased, and the T500 was slightly shortened as the amount of HGP was increased, and the rebar passing ability was improved due to the ball bearing effect of HGP. In particular, it showed the best rebar passing ability at a usage of 1.0kg/㎥. The use of HGP 1.0kg/㎥ resulted in a 40% reduction in plastic viscosity, but the viscosity increased at 2.0kg/㎥. Through experiments, it was confirmed that HGP was helpful in improving the workability of high-strength concrete, and the usage of 1.0kg/㎥ is considered to be the most appropriate. It was confirmed that HGP does not affect concrete compressive strength.

An Experimental Study on the Bearing Characteristics of Auger-Cast Pile Installed Using Expansive Mortar

  • Yoon, Sung-Soo;Lee, Won-Je;Lee, Woo-Jin
    • Journal of the Korean Geotechnical Society
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    • v.15 no.3
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    • pp.99-111
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    • 1999
  • The frictional capacity of auger-cast piles is often very small because of the disturbance of the soil surrounding the pile during the excavation process. Usage of expansive agents and a pressurized injection technique for auger-cast piles should improve the frictional resistance between pile and soil. This paper presents the test results of auger-cast model piles installed with expansive mortar in laboratory compacted weathered soil. The model piles were installed in a calibration chamber with a variation in the amount of expansive agent, the injection process and the chamber pressure. It was observed that the pile shaft resistance increases with the increased amount of expansive agent, and also increases when mortar is pressure injected. The shaft resistance increased up to 24% for the pile installed only with expansive mortar and increased up to 56% for the pile installed with the pressurized injection of expansive mortar, compared with that of piles with plain mortar.

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A Case Report on Left Knee Pain and Instability with Baker's cyst Treated with Ultrasound Therapy (좌측 슬부 통증을 호소하는 베이커 낭종 환자에 대한 고주파 치료 증례보고 1례)

  • Aram Han;HyoSeung Jeon;Dongwoo Nam
    • Journal of Convergence Korean Medicine
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    • v.1 no.1
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    • pp.35-44
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    • 2021
  • Objectives: The purpose of this study is to investigate the effect of ultrasound therapy on left knee pain and instability diagnosed with Baker's cyst in a 25-year-old male patient. Methods: Patient was treated with Radio frequency ablation treatment on left knee from Naeseulan (EX-LE4) to Wijoong (BL40). The effect of radio frequency ablation was assessed by Visual Analog Scale (VAS), Western Ontario and McMaster Universities (WOMAC) and Euro Qol-5 Dimension Index (EQ-5D Index). The treatment was executed one time a day everyday form May 28th to June 1st of 2020. Patient was observed from May 26th to June 1st. Results: After five sessions of radio frequency ablation, VAS of left posterior knee pain was improved while no improvement was discovered at left medial knee. In Korean WOMAC scale, only subscale of weight bearing and walking around plain were improved. EQ-5D did not show any improvement. Conclusion: The results suggest that radio frequency ablation treatment can be a valuable option in treating knee pain and daily living function. Further study seems to be needed based on long-term intervention.