• 제목/요약/키워드: effect of compaction

검색결과 401건 처리시간 0.028초

콤팩션 그라우팅에 의한 흙댐의 누수복원 공사효과 분석 (The Effect of Remedial Works to Control the Leakage Problem in Earth Fill Dam by Compaction Grouting)

  • 천병식;이용재;정하익
    • 한국지반공학회논문집
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    • 제22권11호
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    • pp.13-23
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    • 2006
  • 국내의 흙댐 중에서 댐코아에 함몰 및 누수가 발생한 사례가 있었는데 콤팩션그라우팅에 의하여 댐코아의 손상부위를 복원하였다. 본 연구에서는 콤팩션그라우팅에 의한 복원공사전 공사중 및 공사후에 실내 및 현장시험을 통하여 콤팩션그라우팅 효과를 평가하였다. 콤팩션그라우팅공사와 더불어 정밀한 현장조사 및 지구물리탐사를 진행하였다. 콤팩션그라우팅공사는 2000년 6월 16일부터 8월 24일까지 수행되었다. 콤팩션그라우팅공사에 의한 댐복원후에 댐코아의 누수가 감소되었다. 콤팩션그라우팅공사가 손상된 댐을 복원하는데 효과가 큰 것으로 평가되었다. 콤팩션그라우팅공법의 적용에 의하여 댐코아의 느슨하고 공간이 있는 부분을 채우게 되었고 그라우팅 처리전에 비하여 누수량이 약 96% 정도 격감되었다.

다짐 유발응력을 고려한 보강토 설계방법에 관한 연구 (A Study on the Design Method of the Reinforced Earth Structures Considering Compaction Induced Stresses)

  • 임철웅;백영식
    • 한국지반공학회지:지반
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    • 제8권4호
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    • pp.5-16
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    • 1992
  • 본 연구에서는 다짐 유발응력 (compaction induced stress)을 고려한 보강토 설계방법을 고안하였다. 현행 보강토 설계법은 다짐에 의해 유발되는 횡방향토압을 정량적으로 고려하지 라고 있으므로, 본 연구는 먼저 다짐 유발응력 산정방법을 검토하고 다음에 이를 보강토 설계에 통용 함으로써 새로운 설계방법을 제안하였다. 다짐 유발응력들 고려하면 벽체의 위쪽 부분에 토압이 산정되므로 이 부분에는 인장강도와 인발저항이 큰 보강재 사용이 바람직하다. 이를 위하여 새로이 개발한 보강재 GEOLOG를 소개하였다. 새로운 방법으로 보강토 옹벽을 설계하고 이를 종래의 방법과 비교 분석하여 보강토 공법에 관한 몇가지 결론을 제시하였다.

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프리스트레스트 콘크리트 파일의 제조와 물성에 관한 연구(I) -콘크리트 파일의 원심 성형에 미치는 각 요인의 영향 (A Study on Production and Physical Properties of Prestressed Concrete Piles(I)-Effect of Factors on the Centrifugal Compaction of Concrte Piles)

  • 정재동;김원기;정용;김진철;유택준
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1992년도 가을 학술발표회 논문집
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    • pp.228-233
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    • 1992
  • The objective of this report is to investigate the effect of factors on the centrifugal compaction of concrete piles with design of experiments. The analysis of sludge and measurement of compressive strength of specimens compacted by centrifugal of vibration were performed. As a result, there were some effective factors like unit content of cement, high and middle centrifugal force and time. It was considered that the process of centrifugal compaction of concrete piles could be optimized with these results.

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원유(Crude-Oil)로 오염된 지반의 역학적 특성 (GEOTECHNICAL CHARACTERISTICS OF CRUDE OIL-CONTAMINATED GROUND)

  • 신은철;홍승서;강욱현
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 1997년도 총회 및 춘계 학술발표회 논문집
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    • pp.43-46
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    • 1997
  • The results of an investigation conducted to study the effect of crude oil contamination on the geotechnical properties of sand of presented. The effect of the degree of oil contamination on compaction characteristics, shear strength, and one-dimensional compression characteristics has been investigated. The test results indicate that the compaction characteristics are somewhat influenced by oil contamination. The angle of internal friction of sand (based on total stress basis) decreases due to the presence of oil within the pore spaces in sand. The compression characteristics of sand are significantly-influenced by oil contamination. The details of the tests conducted and the results are presented in the paper.

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모래다짐말뚝(SCP)에 의한 매립지반의 액상화저감효과 평가 (Evaluation of Liquefaction Remediation of Reclaimed Land by Sand Compaction Pile)

  • 김종국;손형호;윤원섭;채영수;최인걸
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.1678-1688
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    • 2008
  • In this study, dredging reclamation ground were performed to evaluate the ground improvement and liquefaction reduction effect with the result that standard penetration test(SPT) and piezo penetration test(CPT) before and after of improvement. Especially, the estimate center of the pile and factor of liquefaction safety to the position of ground around with the pile presented improvement of compaction for improved compaction of dredging reclamation ground.

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분무 건조된 세라믹 과립의 강도 측정방법에 대한연구 (Study on Test Method for Strength of Ceramic Spray Dried Powder)

  • 엄우식;이희수;이세훈;김덕희;이인식
    • 한국세라믹학회지
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    • 제33권6호
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    • pp.660-664
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    • 1996
  • We have studied the test method for strength of spray dried ceramic powder using manual press and UTM. which is one of the important to influence forming process. We could observe the compaction behavior using manual press. However the measurement of granule strength was only possible with UTM capable of providing the condition of a constant pressing rate. The strength of granule can be measured from the slope change of compaction curve and agrees with the value which is obtained from the combination of saturated tap density and compaction curve. So we proposed the accurate method to measure the strength of granule from the results of this study.

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표준간극비를 이용한 콘크리트 표면차수벽형 석괴댐 축조재료의 다짐 관리 (Compaction Management of Fill Materials for Concrete Faced Rockfill Dam Using Standard Void Ratio)

  • 김용성
    • 한국농공학회논문집
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    • 제48권4호
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    • pp.59-66
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    • 2006
  • In this study, construction modulus, void ratio and settlement characteristics of 38 CFRD in domestic and foreign countries were investigated from monitoring data. The effect of field dry density and void ratio to dam body was analyzed. The standard void ratio of CFRD that can be easily used by dam designers and field engineers was proposed from the monitoring data. It was confirmed that we can get the degree of compaction needed for reasonable compaction of dam body by calculating the field dry density from inverse operation of the standard void ratio. It was thought that the void ratio of CFRD depends on shape coefficient and in case of a high shape coefficient, the void ratio was high with its void ratio 0.17 -0.38.

The Calibration of Instrumented Dies for Powder Compaction

  • Marba, I.;Riera, M.D.;Prado, J.M.
    • 한국분말야금학회:학술대회논문집
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    • 한국분말야금학회 2006년도 Extended Abstracts of 2006 POWDER METALLURGY World Congress Part2
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    • pp.983-984
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    • 2006
  • The correct computer simulation of the powder compaction stage requires the determination of the elastoplastic parameters which characterize its mechanical behavour. Instrumented dies are frequently used to monitor the longitudinal and radial stress occurring during powder compaction. When strain gages are employed a previous calibration is needed. Many sources of error exist that can lead to the incorrect calibration of the instrumented die. By means of a FEM simulation some of these problems are analysed. The effect of die wall thickness, compression length, and strain location are studied.

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급속응고 Al-Si 합금 분말의 항복과 압축거동 (Yield and Compaction Behavior of Rapidly Solidified AI-Si Alloy Powders)

  • 김형섭;장기태;조성석;천병선
    • 소성∙가공
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    • 제6권2호
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    • pp.145-151
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    • 1997
  • In order to obtain high quality products in powder metallurgy, it is important to control and understand the densification behavior of metal powders. The effect of the characters of powders on the compaction behavior was studied in this study by using three types of powders produced by the gas atomization, the centrifugal atomization and the twin roll-pulverization. The shape of the powders was a major factor in the apparent or tap density, and the deformation resistance of the matrix of the powders was a major factor in compactibility. Han's yield function (eq.2) for metal powders was simplified from the relationship based on the experimental results of copper powders. In spite of some assumptions, the calculated compaction curves using a new yield functionw was in accordance with the experimental results.

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Al-Fe-Cr-Ti 나노결정 합금분말의 자기펄스 성형 및 마모 특성 (Magnetic Pulsed Compaction of nanostructured Al-Fe-Cr-Ti Powder and wear properties)

  • 김준호;홍순직
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2008년도 춘계학술대회 논문집
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    • pp.528-530
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    • 2008
  • The effect of consolidation temperature on the microstructure, density and mechanical properties (especially, wear property) of $Al_{92.5}-Fe_{2.5}-Cr_{2.5}-Ti_{2.5}$ alloy fabricated by gas atomization and magnetic pulsed compaction was investigated. All consolidated alloys consisted of homogeneously distributed fine-grained fcc-Al matrix and intermetallic compounds. Relative higher mechanical properties in the MPCed specimen were attributed to the retention of the nanostructure in consolidated bulk without cracks. The as consolidated bulk by magnetic pulsed compaction showed the enhanced wear properties than that of a general consolidation process. In addition, the wear mechanism and fracture mode of MPCed bulk was discussed.

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