• 제목/요약/키워드: Reinforcement Water

검색결과 473건 처리시간 0.032초

LW주입에 의한 지반보강 및 환경영향성에 관한 연구 (A Study on the Reinforcement and Environmental Impact of LW Injection)

  • 천병식;도종남;성화돈;임주헌
    • 한국지반환경공학회 논문집
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    • 제7권6호
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    • pp.121-131
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    • 2006
  • 본 연구는 아파트공사 굴착현장에서 많이 사용하고 있는 LW주입의 지반보강효과와 환경 영향성에 대한 검토를 목적으로 수행되어 졌다. 아울러 본 연구는 투수계수가 작은 지반에서 LW공법의 지반보강효과를 현장조사 및 실내시험으로 공학적인 규명을 하였고 환경영향성 시험을 실시하여 친환경성에대한 평가를 실시 하였다. 실내시험결과 SC류인 토질성상의 지반에 대한 LW고결체는 원지반에 비해 일축압축강도는 약 3배, 전단강도정수는 약 2배 증가되고 투수계수는 6~7배 감소되어 상당한 개량효과가 있는 것으로 나타났으며 환경영향성평가 결과 pH가 초기에는 7.96까지 증가하였으나 6시간 이후부터 감소하기 시작하여 80시간 이후에는 7.30으로 초기 pH 7.25를 회복하였고, 화학성분분석 시험결과 원수와 오염수의 수소이온농도(pH)가 원수는 pH 7.36, 오염수는 pH 7.85로서 "환경부 먹는물의 수질기준"에 의거, 기준치(pH 5.8~8.5) 범위 내 이므로 환경적으로 안전하였고 원수 및 오염수에 대한 염분 및 $Cr^{6+}$ 측정 시험결과 염분은 미미하며 $Cr^{6+}$은 미검출되어 친환경적임을 알 수 있었다.

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Hi-FA(유동성 및 점성 개질제)를 이용한 지하공동 보강사례 (Reinforcement of underground cavities by Hi-FA(High performance and Multi functional Agent))

  • 임해식;박영호;백규호;이용준;박수용
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 추계 학술발표회
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    • pp.676-686
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    • 2010
  • Damage Cases of variously type are reported that the ground subsidence is caused by the underground cavities at structure and construction works in lime stone or abandoned zone. A underground cavities by direct for zone having an effect on structure have been filled with cement agents. But this measure is urgently needed in materials and work methods, because ground water pollution at water down fillings and flow out, ground disturb at high participle, damage of farms and fishery. The research confirm application of filling method and filling materials of environmentally friendly and economical by Hi-FA new materials have both liquidity and viscosity from case reinforcement in APT site, Gunsan.

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A foundation treatment optimization approach study in hydraulic engineering

  • Zhang, Tianye;Liu, Shixia
    • Earthquakes and Structures
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    • 제15권2호
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    • pp.215-225
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    • 2018
  • To reach a better foundation treatment project, an optimized analysis of composite foundation was studied in the field of hydraulic engineering. Its unique characteristics in hydraulic engineering were concluded. And, the overall and detailed analysis of the composite foundation model established was carried out. The index parameters of the vertical reinforced rigid pile composite foundation were formulated. Further, considering the unique role of cushion in hydraulic engineering, its penetration and regularity were analyzed. Then, comparative and optimized analyses of cushion multistage physical dimensions and multistage material characteristics were established. The parameters of the piles distance were optimized and the multilevel scientific and reasonable parameters information was obtained. Based on the information of these parameters, the practical application was verified. It effectively supported the effective application of vertical reinforcement rigid pile composite foundation in hydraulic engineering. The service mechanism of composite foundation was fully analyzed.

슬래브 매입철근의 부식실험 (Corrosion Test for Reinforcement Steels Embedded in Slab Specimen)

  • 류금성;유환구;정영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.129-134
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    • 1999
  • Recent construction activities and maintenance of marine facilities have been accelerating to keep up with rapid economic growth in Korea. Marine concrete structures are to salts and chloride from ocean environments. The corrosion of reinforcement steel caused by chloride-penetration into concrete may severely affect the durability of concrete structures. the objective of this research is to develop a durable concrete by investigating the resistance of various corrosion protection systems utilizing different water/cement ratio, silica fumes, corrosion inhibitors, etc. A two-year verification test on various corrosion protection system has been doing in the laboratory. Corrosion investigations on reinforcement steel are now under progress for more than 63 concrete specimen. Corrosion-related measurements include microcell corrosion current.

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평면파괴가 예상되는 사면의 보강대책에 관한 사례 연구 (A Case Study on Reinforcement Method of Cut Slope Expected Plane Destruction)

  • 이동엽;박춘식;김병걸
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.1022-1028
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    • 2008
  • From the result of precise field investigation and stability examination for the rock slope, following results were acquired. 1. The weathering rock itself, existing fault zone and underground water complexly effect cut slope so that plane destruction may appear by fault zone. 2. The reinforcement force was decided by the result of limit equilibrium. 3. For rock cut slope, the Rock Bolt was judged as the most proper method to the cut slope as comparing/analyzing Rock Anchor, Rock Bolt and method after relaxing the slope.

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Application of FE approach to deformation analysis of RC elements under direct tension

  • Jakubovskis, Ronaldas;Kupliauskas, Rimantas;Rimkus, Arvydas;Gribniak, Viktor
    • Structural Engineering and Mechanics
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    • 제68권3호
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    • pp.345-358
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    • 2018
  • Heterogeneous structure and, particularly, low resistance to tension stresses leads to different mechanical properties of the concrete in different loading situations. To solve this problem, the tension zone of concrete elements is reinforced. Development of the cracks, however, becomes even more complicated in the presence of bar reinforcement. Direct tension test is the common layout for analyzing mechanical properties of reinforced concrete. This study investigates scatter of the test results related with arrangement of bar reinforcement. It employs results of six elements with square $60{\times}60mm$ cross-section reinforced with one or four 5 mm bars. Differently to the common research practice (limited to the average deformation response), this study presents recordings of numerous strain gauges, which allows to monitor/assess evolution of the deformations during the test. A simple procedure for variation assessment of elasticity modulus of the concrete is proposed. The variation analysis reveals different deformation behavior of the concrete in the prisms with different distribution of the reinforcement bars. Application of finite element approach to carefully collected experimental data has revealed the effects, which were neglected during the test results interpretation stage.

Experimental study on high gravity dam strengthened with reinforcement for seismic resistance on shaking table

  • Wang, Mingming;Chen, Jianyun;Fan, Shuli;Lv, Shaolan
    • Structural Engineering and Mechanics
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    • 제51권4호
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    • pp.663-683
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    • 2014
  • In order to study the dynamic failure mechanism and aseismic measure for high concrete gravity dam under earthquake, the comparative models experiment on the shaking table was conducted to investigate the dynamic damage response of concrete gravity dam with and without the presence of reinforcement and evaluate the effectiveness of the strengthening measure. A new model concrete was proposed and applied for maintaining similitude with the prototype. A kind of extra fine wires as a substitute for rebar was embedded in four-points bending specimens of the model concrete to make of reinforced model concrete. The simulation of reinforcement concrete of the weak zones of high dam by the reinforced model concrete meets the similitude requirements. A tank filled with water is mounted at the upstream of the dam models to simulate the reservoir. The Peak Ground Acceleration (PGA) that induces the first tensile crack at the head of dam is applied as the basic index for estimating the overload capacity of high concrete dams. For the two model dams with and without strengthening tested, vulnerable parts of them are the necks near the crests. The results also indicate that the reinforcement is beneficial for improving the seismic-resistant capacity of the gravity dam.

노후 저수지 보강을 위한 환경 친화적 그라우팅 주입재 적용에 관한 기초연구 (A Fundamental Study on Application Eco Friendly Grouting Material for Old Aged Reserve Reinforcement)

  • 송상훤;전기표;임양현;서세관
    • 한국농촌건축학회논문집
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    • 제21권2호
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    • pp.35-42
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    • 2019
  • There are 17,427 reservoirs in Korea, of which about 96% were built before the mid 1980s. Therefore, aging is severe and reinforcement are necessary. In addition, aged reservoirs, which are more than 50 years old, account for 70% of the total. Therefore, there is a problem such as the collapse of the reservoir and the decrease of the storage capacity due to progress of aging with time. The grouting method using cement is mainly used as maintenance and reinforcement method of old reservoir. However, the grouting method using cement has engineering and environmental problems. In order to solve the engineering and environmental problems of cement grouting method, an eco-friendly grouting material was developed that mixes circular resource grouting binder, high molar ratio sodium silicate and colloidal silica. The engineering and environmental properties of the developed injection materials were evaluated by conducting gel time, homo-gel strength, sea water resistance test and environmental stability evaluation. Also, examined the possibility of replacing OPC existing aged reservoir reinforcement methods. As a result, it was found out that it was better than the conventional cement method in terms of engineering and environment. However, since this study is the result of laboratory test, it is necessary of verify the application at field of aged reservoir.

함수비 변화에 따른 Mass Nail 공법의 사면 보강 효과에 관한 실험적 연구 (The Experimental Study on Mass Nail Reinforcing Effects with Variation of Water Content)

  • 권경준;김원일;홍창선;안원식
    • 한국방재학회 논문집
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    • 제10권5호
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    • pp.109-116
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    • 2010
  • 강우로 인한 침투 및 지하수위 상승은 산사태나 사면 활동의 주요 원인이다. 이러한 경우 사면의 안전율을 확보하기 위하여 사면 경사를 완만하게 하거나, 보강재를 이용하여 저항력을 높여주는 공법이 사용된다. Mass Nail 공법은 Nail 보강공과 경사면 배수공, 표면 녹화공을 동시에 적용할 수 있는 환경 친화적인 경사면 보강 공법이다. 본 연구에서는 Mass Nail로 보강된 사면의 보강효과를 확인하기 위해 강우로 인한 사면의 함수비 변화를 고려하여 실내 모형 실험을 수행하였다. 그 결과, 무보강 사면에 대한 Mass Nail 보강 사면의 안전율은 약 1.4~2.3배 증가하였고, 함수비를 10%에서 22%로 증가 할 경우 무보강 사면에서 최대 응력은 12%~24%, 평균 18% 감소하였고, Mass Nail 경사면 보강법을 적용한 사면은 4%~23%, 평균 14% 감소함을 알 수 있었다.

지반 보강과 배수를 위한 이중기능 록볼트 성능 검증에 관한 연구 (Study on performance verification of dual-purpose rockbolt for reinforcement and drainage)

  • 정영훈;김두래;김경철;신종호
    • 한국터널지하공간학회 논문집
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    • 제20권5호
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    • pp.869-886
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    • 2018
  • 록볼트는 지하굴착 중 불연속 암반을 보강하기 위하여 흔히 사용하는 대표적인 지보재 중의 하나이다. 용수가 많은 현장에서는 굴착 시공성을 개선하고 록볼트의 정착효과를 증진하기 위하여 별도의 Drain pipe 설치하게 된다. Drain pipe는 배수경로를 제공하여 작업성 개선에 효과적이지만 지반보강효과를 기대하기 어렵고, 다수 설치 시 불연속 암반의 교란을 증가시키며, 공사비 증가 요인이 된다. 이러한 문제를 개선하기 위하여 암반의 보강과 배수를 겸한 Dual purpose rockbolt (DPR)를 개발하였다. DPR은 신속하고, 경제적으로 암반의 역학적 수리적 안정성을 개선할 수 있었다. FRP (유리섬유 보강 플라스틱)와 steel을 이용한 2가지 DPR을 개발하여 역학적 수리적 성능을 검토하였고, 시공성과 안정성을 분석하였다.