• Title/Summary/Keyword: 개량공

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Improvement Effectiveness of Soft Ground Using Hardening Agent (고화재 혼합처리를 이용한 연약지반개량효과)

  • Chun, Byung-Sik
    • Journal of the Korean GEO-environmental Society
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    • v.2 no.2
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    • pp.59-64
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    • 2001
  • Recently, the application of shallow mixing method using hardening agent has increased because of the advantage of securing trafficability, reducing the working period, solving environmental problems caused by dumped and replaced soil, etc. In this paper, three types of representative hardening agents in Korea are used to achieve the optimum of ground improvement. 1he unconfined compression tests are carried out with specimens under various mixing ratios and curing periods of hardening agent to assess the stabilizing ability. The unconfined strengths on site were estimated with various mixing ratios based on the results of the laboratory tests. It was estimated that the improved strength on site was higher than that of the required strength $5.0kgf/cm^2$.

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A Study on the Effect of Improvement Boundary of Vertical Drain Method by Finite Element Analysis (유한요소해석을 이용한 연직배수재의 타설범위에 따른 개량효과에 관한 연구)

  • Chang, Y.C.;Kim, J.H.;Lee, J.S.
    • Journal of the Korean GEO-environmental Society
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    • v.5 no.1
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    • pp.5-12
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    • 2004
  • Soft foundation is extensively distributed in coastal areas including our local regions. Embankment load on such soft foundation causes displacement due to lack of base ground supports. Long-term consolidation can result in settlement and destruction of shear failure and structure. Therefore, a variety of vertical drain methods are applied to construction sites to prevent base from breaking and changing for secure construction. This study analyzed the patterns of changes displacement to determine efficient range of improvement since range of vertical drain material determines vertical and horizontal changes based on the width range of under ground improvement. Changes of intensity with distance from embankment edge were also analyzed in the field study of embankment slope.

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Shear Strength Characteristics of Dredged Soil with Oyster Shell Binder (굴패각 고화재를 혼합한 준설토의 전단특성)

  • Lee, Sangjin;Yoon, Gillim;Lee, Yoongyu;Lee, Kidong;Kang, Ingyu;Kim, Hongtaek;Baek, Seungcheol
    • Journal of the Korean GEO-environmental Society
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    • v.8 no.1
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    • pp.27-32
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    • 2007
  • Trafficability for construction equipments in soft ground should be secured by improving the surface course. For this situation, the ground improvement technique has been used with stiffening agent, but the improvement cement has been mostly used so far. However, oyster shell has been developed and used as the stiffening agent to expand the chance of recycling oyster shell, which is regarded as solid waste. In this research, it was confirmed mechanical characteristics of oyster shell as stiffening agent by analyzing the strength characteristic such as mixing rates, water contents, and curing days of that to the dredging soil.

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Test Facility Improvement for Hot Firing Test of a 7-tonf Combustor in Sub-scale model (7톤급 연소기 축소형 모델 시험을 위한 설비 개량)

  • Kang, Dong-Hyuk;Lim, Byoung-Jik;Kim, Hyeon-Jun;Choi, Hwan-Seok
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2012.05a
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    • pp.498-501
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    • 2012
  • The Model Rocket Engine Test Facility has been improved to develop the Korea Space Launch Vehicle II(KSLV-II). The modified Model Rocket Engine Test Facility will be used to develop 7-tonf class liquid rocket engine combustor. The test result and test technique acquired from this facility will be used to develop the high performance liquid rocket engine combustor. This paper describes the modified Model Rocket Engine Test Facility for a Sub-scale model test of the 7-tonf class combustor.

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