• 제목/요약/키워드: micro-piling

검색결과 7건 처리시간 0.017초

가압식 마이크로파일로 보강된 사면의 설계인자 개량효과 (Improvement Effect on Design Parameters by Pressure Grouting Applied on Micro-piling for Slope Reinforcement)

  • 홍원표;한현희;최용기;홍익표
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.163-170
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    • 2005
  • In this paper, the rock bolts, soil nails with filling grout and the micro-piling with injecting grout by pressure were applied for the stabilization of the cut slopes consisting of sedimentary rocks, igneous rocks and metamorphic rocks respectively. The field measurements and 3-D FEM analyses to find out mobilized tensile stresses of the grouted-reinforcing members installed in the drilled holes were executed on each site. With assuming the increments of the cohesive strength in the improved ground, the back analysis using direct calibration approach of changing the elastic modulus of the ground was used to find out the improved elastic modulus which yields the same tensile stresses from field measurements. The results of back analysis show that the elastic modulus of the improved ground were 4 to 6 times as large as the elastic modulus of original ground. Consequently, the design for slope reinforcement to be more rational, it is proposed that not only the improved cohesive strength is to be used in the incremental ranges on well-known previous proposed data, but also the increased elastic modulus which is about 5 times as large as the original elastic modulus is to be considered in design.

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나노 스테레오리소그래피 공정을 이용한 무(無)마스크 나노 패턴제작에 관한 연구 (Investigation into direct fabrication of nano-patterns using nano-stereolithography (NSL) process)

  • 박상후;임태우;양동열
    • 한국정밀공학회지
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    • 제23권3호
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    • pp.156-162
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    • 2006
  • Direct fabrication of nano patterns has been studied employing a nano-stereolithography (NSL) process. The needs of nano patterning techniques have been intensively increased for diverse applications for nano/micro-devices; micro-fluidic channels, micro-molds. and other novel micro-objects. For fabrication of high-aspect-ratio (HAR) patterns, a thick spin coating of SU-8 process is generally used in the conventional photolithography, however, additional processes such as pre- and post-baking processes and expansive precise photomasks are inevitably required. In this work, direct fabrication of HAR patterns with a high spatial resolution is tried employing two-photon polymerization in the NSL process. The precision and aspect ratio of patterns can be controlled using process parameters of laser power, exposure time, and numerical aperture of objective lens. It is also feasible to control the aspect ratio of patterns by truncation amounts of patterns, and a layer-by-layer piling up technique is attempted to achieve HAR patterns. Through the fabrication of several patterns using the NSL process, the possibility of effective patterning technique fer various N/MEMS applications has been demonstrated.

마이크로 파일을 이용한 가설 벽체 인접 구조물의 침하 억제에 관한 연구 (Reduction of Differential Settlements due to Deep Excavation Using the Micro-piling Method)

  • 허인구;황태현;이상령;신종호;권오엽
    • 한국지반공학회논문집
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    • 제24권10호
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    • pp.71-81
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    • 2008
  • 토압, 지하수위 상승, 집중호우, 구조적 결함 등 여러 요인들로 인해 발생한 흙막이 벽체의 변위는 배면지반에 변위를 발생시키고, 과다한 지반의 변위로 인해 발생한 구조물의 부등침하는 구조물의 파손이나 파괴를 일으킨다. 이러한 경우, 벽체와 구조물의 보강대책이 강구되어야 한다. 최근 이러한 문제를 최소화하거나, 억제하기 위한 보강대책 중 하나는 마이크로 파일을 이용하는 방법이다. 본 연구는 벽체의 변위로 인해 발생할 인접구조물의 부등침하를 억제시키기 위해 설치한 마이크로 파일의 보강효과의 경향을 파악하고자 실시한 모형실험을 다루고 있다. 실험결과, 마이크로 파일의 설치길이는 2B(B:기초 폭), 간격은 2D(D:파일직경)로 설치하는 경우가 가장 발생한 침하율이 작았다. 또한 이 경우(L=2B, s=2D), 구조물에서 이격거리 0.1B 이내에서 지표면에 수직방향으로 설치할 때가 침하율이 가장 작게 발생하는 것으로 나타났다.

Plasma Electrolytic Oxidation in Surface Modification of Metals for Electronics

  • Sharma, Mukesh Kumar;Jang, Youngjoo;Kim, Jongmin;Kim, Hyungtae;Jung, Jae Pil
    • Journal of Welding and Joining
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    • 제32권3호
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    • pp.27-33
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    • 2014
  • This paper presents a brief summary on a relatively new plasma aided electrolytic surface treatment process for light metals. A brief discussion regarding the advantages, principle, process parameters and applications of this process is discussed. The process owes its origin to Sluginov who discovered an arc discharge phenomenon in electrolysis in 1880. A similar process was studied and developed by Markov and coworkers in 1970s who successfully deposited an oxide film on aluminium. Several investigation thereafter lead to the establishment of suitable process parameters for deposition of a crystalline oxide film of more than $100{\mu}m$ thickness on the surface of light metals such as aluminium, titanium and magnesium. This process nowadays goes by several names such as plasma electrolytic oxidation (PEO), micro-arc oxidation (MOA), anodic spark deposition (ASD) etc. Several startups and surface treatment companies have taken up the process and deployed it successfully in a range of products, from military grade rifles to common off road sprockets. However, there are certain limitations to this technology such as the formation of an outer porous oxide layer, especially in case of magnesium which displays a Piling Bedworth ratio of less than one and thus an inherent non protective oxide. This can be treated further but adds to the cost of the process. Overall, it can be said the PEO process offers a better solution than the conventional coating processes. It offers advantages considering the fact that he electrolyte used in PEO process is environmental friendly and the temperature control is not as strict as in case of other surface treatment processes.

광릉숲 지역 지형분류와 관리방안 (Landform Classifications and Management Plan in Gwangneung Forest)

  • 김남신;조용찬
    • 한국지역지리학회지
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    • 제19권4호
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    • pp.737-746
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    • 2013
  • 본 연구는 광릉 숲지역 지형을 유형화하여 산지 지형변화 관리 방안을 제시하고자 하였다. 지형요소는 축척별 계층적 체계에 따라 분류하였다. 지형유형화를 위한 축척은 4가지로 등급을 결정하였다. 등급0 요소는 4가지, 등급1은 6가지, 등급2는 12가지, 등급3은 27가지로 지형요소를 분류할 수 있었다. 지도화에 제약이 따르는 곡저미지형은 상부곡, 중간곡, 인공하도곡으로 분류하였다. 지표침식에 대한 지형관리 방안으로 저목통로, 암석과 자갈을 이용한 사면이나 다리 주변의 지형관리, 풍화층보다 안정된 기반암 지역에 관리 도로 건설, 하도벽 안식각 유지와 석축 쌓기, 마지막으로 산림 간벌시 완충구역 유지 등을 제안하였다. 본 연구결과는 산간지역 지형유형별 산림 관리에 필요한 정보를 제공해 줄 수 있을 것으로 본다.

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패각을 이용한 농업용 지속성 담지체의 효과에 대한 연구 (A study on the Effect of Agricultural Industry Supporter for Durability using Waste Shell such as Crassostrea gigas)

  • 오은하;공승대
    • 한국응용과학기술학회지
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    • 제27권4호
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    • pp.427-436
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    • 2010
  • Much oyster shell is breeding by character and conduct of oyster-industry for a long time among them. An experimental study was carried out to investigate the recycling possibility of waste oyster shells, which induce environmental pollutions by piling up out at the open or the temporary reclamation. The purpose of this study is to develope eco-friendly binder using waste oyster shells, and to reinforce soils fur soft soil improvement. In this paper, a series of laboratory tests including compressive pot tests were performed to evaluate characteristics of soils treated by developed waste oyster shells with different water content of soils. Based on test results, eco-friendly Supporter manufactured from waste oyster shells were estimated as good resource materials for soft soil improvements. We got the conclusion by a series of experiment, It is verified that change of pH of soil is improved by mixing with oyster shells. The homogenization method for deducing apparent of oyster shells, which can consider micro-structure of mixed soil, is introduced. The improvement treatment leaded to enlarge fluctuation of soil moisture content. The effect of calcium concentration was good though improvement treatment of physical property. In addition, the crop yield in amelioration plots increased. It means that the increase of crop yield was caused by improvement of soil physical properties rather than improvement of calcium concentration.

재하시험을 통한 소구경말뚝의 지반보강효과를 고려한 해석법 (Analysis Method Considering the Ground Reinforcement Effect of Micropile by Field Loading Tests)

  • 홍석우
    • 한국지반공학회논문집
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    • 제25권1호
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    • pp.89-99
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    • 2009
  • 소구경말뚝공법은 시공시 진동이나 소음이 기존의 말뚝공법에 비해 적기 때문에 도심지에서도 원활한 시공이 가능하며, 지반의 교란이 적기 때문에 구조물 보강에도 많이 사용되고 있다. 본 논문에서는 지반의 지내력만으로 상부구조물의 하중을 지지하기 어렵다고 여겨지는 현장을 선정하여 기존 말뚝공법대신 소구경말뚝공법을 적용하였고, 소구경말뚝으로 보강된 지반의 변형계수를 구하여 직접 설계에 반영하였다. 그리고, 재하시험을 이용하여 현 지반의 허용지지력이 설계지지력 조건에 대해 만족하는지의 여부와 시험결과에 의해 산정한 변형계수에 의한 지반의 수치해석을 통한 기초의 안정성검토 결과를 통해 지지력 및 침하량을 관리하는 해석법을 제안하였다.