• 제목/요약/키워드: reconstituted specimen

검색결과 14건 처리시간 0.022초

CRS 압밀시험의 해석과 적용에 관한 실험적 연구 (Experimental Study on Analysis and Application of CRS Test)

  • 이응준;한상재;김용수;김수삼
    • 한국철도학회:학술대회논문집
    • /
    • 한국철도학회 2000년도 춘계학술대회 논문집
    • /
    • pp.399-406
    • /
    • 2000
  • In this study, using the CRS consolidation tests on reconstituted marine clay, the characteristics of C$\sub$v/, k, e and $\varepsilon$, the anisotropic characteristics of specimen according to the rate of strain were estimated. Also, the validity of the Wissa et al.(1971) consolidation theory on CRS(Constant Rate of Strain) consolidation tests were reviewed. From that results, it was shown that the value of C$\sub$v/, k and u$\sub$b/ was increased as the rate of strain was increased. While the difference of the value( C$\sub$v/, k and u$\sub$b/) between vertically reconstituted specimen and horizontally reconstituted specimen became small as the rate of strain was increased. It is known that k is different due to the hydraulic gradient(i) during the CRS consolidation tests. The subject of this study is to distinguish steady state from transient state in CRS consolidation tests. Consequently, the difference of the value(C$\sub$v/ and k) is higher in case of vertically reconstituted specimen than horizontally reconstituted specimen.

  • PDF

Experimental study of the effect of microstructure on the permeability of saturated soft clays

  • Chen, Bo;Sun, De'an;Jin, Pan
    • Geomechanics and Engineering
    • /
    • 제18권1호
    • /
    • pp.49-58
    • /
    • 2019
  • The effect of microstructure on the permeability of two saturated marine clays was studied through a series of falling head permeability tests and mercury intrusion porosimetry (MIP) tests. The key findings from this experimental study include the following results: (1) The permeability of undisturbed specimens is larger than that of reconstituted specimens at the same void ratio due to different soil fabrics, i.e., the pore size distributions (PSDs), even though they have the similar variation law in the permeability versus void ratio. (2) Different permeabilities of undisturbed and reconstituted specimens at the same void ratio are mainly caused by the difference in void ratio of macro-pores based on the MIP test results. (3) A high relevant relation between $C_k$ ($C_k$ is the permeability change index) and $e*_{10}$, can be found by normalizing the measured data both on undisturbed or reconstituted specimens. Hence, the reference void ratio $e*_{10}$, can be used as a reasonable parameter to identify the effect of soil fabric on the permeability of saturated soft clays.

A curtain traveling pluviator to reconstitute large scale sand specimens

  • Kazemi, Majid;Bolouri, Jafar B.
    • Geomechanics and Engineering
    • /
    • 제14권2호
    • /
    • pp.131-139
    • /
    • 2018
  • The preparation of repeatable and uniformly reconstituted soil specimens up to the specified conditions is an essential requirement for the laboratory tests. In this study for large samples replication, the simultaneous usage of the traveling pluviation and curtain raining technique is used to develop a new method, called the curtain travelling pluviator (CTP). This simple and cost effective system is based on the air pluviation approach, whilst reducing the sample production time, can reproduce uniform samples with relative densities ranging from 25% to 96%. In order to investigate the resulting suitability and uniformity from the proposed method, a series of tests is performed. The effect of curtain traveling velocity, curtain width, drop height, and flow rate on the parameters of the sample is thoroughly investigated. Increase in the curtain velocity and drop height leads to the increase in relative density for the sand specimen. Increase in curtain width typically resulted in the reduction of relative density. Test results reveal that the terminal drop height for the sand specimen in this study is more than 500 mm. Relative density contour lines are presented that can be utilized in optimizing the drop height and curtain width parameters. Sample uniformity in the vertical and horizontal orientation is investigated through the sampling containers. Increasing relative density tends to result in the higher sample repeatability and uniformity.

평면변형률 시험에서 디지털 이미지 해석을 통한 정규압밀 점성토의 파괴거동 분석 (Failure Mechanism Evaluation in Normally Consolidated Cohesive Soils by Plane Strain Test with Digital Image Analysis)

  • 곽태영;김준영;정충기
    • 한국지반공학회논문집
    • /
    • 제32권3호
    • /
    • pp.49-60
    • /
    • 2016
  • 일반적으로 흙의 파괴는 전단 변형이 집중되는 영역인 전단면의 형성과 발달에 의해 발생한다. 정규압밀 점성토의 파괴거동을 확인하기 위해 시료 내부의 변형거동 분포에 대해 평가가 필요하다. 본 연구에선 재성형된 카올리나이트 시료에 대해 평면변형률 시험을 수행하였으며, 전단 과정에서 일정 변형률 간격에서 디지털 이미지 해석을 수행하였다. 시험 결과로 도출된 응력-변형률 결과를 통해 4개의 단계를 결정하여 시료의 변형거동과 전단면 특성을 평가하였다.

치은 각화상피세포와 섬유아세포를 이용한 삼차원적 배양시 중층화 동안의 변화 (Change of Stratification of Three Dimensional Culture by Gingival Keratinocytes & Fibroblasts)

  • 정태흡;현하나;김윤상;김은철;유형근;신형식
    • Journal of Periodontal and Implant Science
    • /
    • 제32권1호
    • /
    • pp.129-142
    • /
    • 2002
  • Epithelial-mesenchymal interaction plays a important role in cell growth and differentiation. This interaction is already well known to have an importance during the organ development as well as cell growth and differentiation. However, in vitro experimental model is not well developed to reproduce in vivo cellular microenvironment which provide a epithelial-mesenchymal interaction. Because conventional monolayer culture lacks epithelial-mensenchymal interaction, cultivated cells have an morphologic, biochemical, and functional characteristics differ from in vivo tissue. Moreover, it's condition is not able to induce cellular differention due to submerged culture condition. Therefore, the aims of this study were to develop and evaualte the in vitro experimental model that maintains epithelial-mesenchymal interaction by organotypic raft culture, and to characterize biologic properties of three-dimensionally reconstituted oral keratinocytes by histological and immunohistochemical analysis. The results were as follow; 1. Gingival keratinocytes reconstituted by three-dimensional organotypic culture revealed similar morphologic characteristics to biopsied patient specimen showing stratification, hyperkeratinosis, matutation of epithelial architecture. 2. Connective tissue structure was matured, and there is no difference during stratification period of epithelial 3-dimensional culture. 3. The longer of air-exposure culture on three-dimensionally reconstituted cells, the more epithelial maturation, increased epithelial thickness and surface keratinization 4. In reconstitued mucosa, the whole epidermis was positively stained by anti-involucrin antibody, and there is no difference according to air-exposured culture period. 5. The Hsp was expressed in the epithelial layer of three-dimensionally cultured cells, especially basal layer of epidermis. The change of Hsp expression was not significant by culture stratification. 6. Connexin 43, marker of cell-cell communication was revealed mild immunodeposition in reconstitued epithelium, and there is no significant expression change during stratification. These results suggest that three-dimensional oragnotypic co-culture of normal gingival keratinocytes with dermal equivalent consisting type I collagen and gingival fibroblasts results in similar morphologic and immunohistochemical characteristics to in vivo patient specimens. And this culture system seems to provide adequate micro-environment for in vitro tissue reconstitution. Therefore, further study will be focused to study of in vitro gingivitis model, development of novel perioodntal disease therapeutics and epithelial-mensenchymal interaction.

Experimental study on the strength behavior of cement-stabilized sand with recovered carbon black

  • Chhun, Kean Thai;Choo, Hyunwook;Kaothon, Panyabot;Yune, Chan-Young
    • Geomechanics and Engineering
    • /
    • 제23권1호
    • /
    • pp.31-38
    • /
    • 2020
  • Soil-cement stabilization is a type of ground improvement method which has been used to improve the engineering properties of soil. The unconfined compression test is the commonly used method to evaluate the quality of the stabilized soil due to its simplicity, reliability, rapidity and cost-effectiveness. The main objective of this study was to evaluate the effect of recovered carbon black (rCB) on the strength characteristic of cement-stabilized sand. Various rCB contents and water to cement ratios (w/c) were examined. The unconfined compression test on stabilized sand with different curing times was also conducted for a reconstituted specimen. From the test result, it was found that the compressive strength of cement-stabilized sand increased with the increase of the rCB content up to 3% and the curing time and with the decrease of the w/c ratio, showing that the optimum rCB concentration of the tested stabilized sand was around 3%. In addition, a prediction equation was suggested in this study for cement-stabilized sand with rCB as a function of the w/c ratio and rCB concentration at 14 and 28 days of curing.

Methidathion 중독사에 의한 사후혈액 및 조직중 분포 (Postmortem Distribution of Methidathion in Human Specimens of a Acute Poisoning)

  • 이종숙;이재신;최동기;양희진;이상기;구기서;유영찬
    • 약학회지
    • /
    • 제46권2호
    • /
    • pp.93-97
    • /
    • 2002
  • Methidathion is one of the organophosphorus pesticides commonly used for stamping out harmful pests in farming areas. This paper presents a fatality due to methidathion intoxication and describes the distribution of methidathion in postmortem blood and tissues obtained at autopsy. Qualitative identification of methidathion was achieved by TLC, GC and GC/MS, and quantitative analysis was performed by GC with thermionic specific detector (TSD). The analytes in postmortem specimens were extracted by liquid-liquid extraction (LLE) with ethylether. After the ethylether layer was evaporated, the residue was partitioned into hexane and acetonitrile, and the acetonitrile layer was used for analysis. Tissue specimens were homogenized with 4% perchloric acid and applied for LLE. After extraction, the extracts were reconstituted 100 $\mu\textrm{g}$ pyraclofos (IS, 100 $\mu\textrm{g}$/ml in methanol) for GC and GC/MS analysis. On analysis of postmortem specimens, methidathion was identified and quantitated. The methidathion concentrations were 2.0 $\mu$l/ml in blood, 24.4 $\mu\textrm{g}$/g in liver, 13.9 $\mu\textrm{g}$/g in lung, 21.8 $\mu\textrm{g}$/g in kidney, respectively.

열적 방법을 이용한 연직배수재 주변의 압밀특성 연구 (Improvement of Consolidation Characteristics around PVD Using the Thermal Method)

  • 버가도 데니스;신은철;박정준
    • 한국지반공학회논문집
    • /
    • 제23권10호
    • /
    • pp.5-11
    • /
    • 2007
  • 본 논문에서는 자체 제작한 연직배수재 내부의 열전대 설치 유무에 따라 소형 원형셀과 대형 압밀실험장치를 이용하여 배수재 주변의 압밀 정도를 평가하였다. 동판재료인 열전대로 제작한 연직배수재는 소형 원형셀 장치에 적용하였고, 대형 압밀실험장치에는 연성 와이어로 만든 열전대를 배수재 내부에 설치하여 실험을 각각 수행하였다. 실험결과, 흙 시료는 열의 영향으로 체적 수축이 발생하여, 열을 가하면 침하가 커지고 압밀속도는 더 빠르게 진행되었다. 특히, 불교란 시료의 경우, 배수재 내부에 열을 가하지 않았을 때와 가했을 때의 압밀계수 $C_h$는 각각 3.45와 $3.83m^2/yr$, $K_h/K_s$의 비는 각각 3과 2를 나타내었다. 또한 재성형 시료의 경우, 열을 가하지 않았을 때와 가했을 때의 압밀계수 $C_h$는 각각 2.1과 $2.5m^2/yr$, $K_h/K_s$의 비는 각각 1.75와 1.5를 나타내었다.

낙사법으로 조성된 대형 석고 고결시료의 균질성 (Uniformity of Large Gypsum-cemented Specimens Fabricated by Air Pluviation Method)

  • 이문주;최성근;추현욱;조용순;이우진
    • 한국지반공학회논문집
    • /
    • 제24권1호
    • /
    • pp.91-99
    • /
    • 2008
  • 본 연구에서는 대형 챔버에 낙사법에 의한 고결시료 조성시 모래와 고결유발제인 석고의 재료분리를 방지하기 위한 방법을 검토하고, 콘관입시험, 딜라토미터 시험, 벤더엘리먼트 시험을 수행하여 조성된 시료의 균질성을 평가하였다. 시료 낙사시 발생하는 재료분리를 최소화하기 위해 모래 중량비 0.5%의 물로 모래시료 표면을 습윤시키고, 석고를 모래표면에 골고루 흡착시킨 후 시료를 낙사하였다. 일반적인 세립분 포함 모래시료와 같이 건조상태 모래와 석고의 혼합시료는 석고함유율이 증가할수록 최대/최소 간극비가 감소하였지만, 습윤상태 모래와 석고의 혼합시료는 석고함유율이 적은 초기의 최대/최소 간극비가 증가하는 경향을 보였다. 조성된 시료의 연직방향 론선단저항, 딜라토미터 수평응력지수, 딜라토미터 계수, 재료지수, 그리고 수평방향 전단파속도는 매우 균등하게 측정되었으며, 이로써 시료의 균질성이 매우 양호한 것으로 평가된다.

딜라토미터 시험을 이용한 사질토의 상태정수 평가 (Evaluation of State Parameter of Sands Using Dilatometer Test)

  • 최성근;이문주;홍성진;이우진
    • 한국지반공학회논문집
    • /
    • 제26권4호
    • /
    • pp.27-36
    • /
    • 2010
  • 사질토의 상태정수를 현장시험으로부터 추정하기 위해 실내 챔버에 조성된 부산사에 대해 딜라토미터 시험을 수행하였다. 시험결과, 수평증폭계수($K_D/K_0$)와 상태정수($\Psi$)의 관계는 반대수축상에서 선형관계를 보였으나, 응력이력에 의한 잔류수평응력의 영향으로 과압밀 시료가 정규압밀 시료에 비하여 동일한 상태정수에서 수평증폭계수의 값이 작게 평가되었다. 유효응력으로 정규화된 딜라토미터 계수($E_D/\sigma_m'$)와 상태정수의 관계는 반대수축상에서 선형관계를 만족하였으며, 다소의 분산은 있으나 응력이력에 관계없이 하나의 관계식으로 표현 기능하였다. 다만 응력수준의 영향으로 과압밀 상태보다 정규압밀 상태의 분산이 약간 크게 발생되었으며 구속압이 증가할수록 관계곡선이 하향 이동하는 경향이 나타났다. 기존에 연구된 Ticino sand 및 Toyoura sand와 비교한 결과, $K_D/K_0-\Psi$ 관계는 혼재되어 분포하였으나, $E_D/\sigma_m'-\Psi$ 관계는 시료 압축성의 영향으로 Toyoura sand가 Ticino snad 및 부산사의 상부에 위치하였다.