• 한국지반공학회논문집
• /
• 제19권5호
• /
• pp.311-317
• /
• 2003

일정변형속도 압밀시험(CRS)을 이용하여 점성토의 팽창지수 산정 특성을 조사하였다. CRS압밀시험에서 재하단계의 변형률은 0.05%/min와 0.03%/min을 적용하였으며, 재하단계에서는 재하단계의 변형속도의 1/1, l/5, 1/10, 1/15에 해당하는 변형속도를 적용하였다. 표준압밀시험과 비교하여 팽창지수를 산정한 결과 1/5∼1/10정도의 변형속도를 적용했을 때 서로 유사한 팽창지수가 산정되었다. 또한, 유효응력과 과잉간극수압비의 관계에서 교차점이 존재함을 알았으며 이 교차점을 기준으로 변형속도에 의존적인 부분과 비의존적인 부분이 존재함을 알 수 있었다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2000년도 가을 학술발표회 논문집
• /
• pp.335-342
• /
• 2000

In this study, the swelling characteristics of reconstituted clayey soil were investigated by STD and CRS test. The strain rate during loading was constant i.e. 0.05 %/min, 0.03 %/min and during unloading was varied in proportion to 1/1, 1/5, 1/10 and 1/15 of strain rate during loading. From this study the following conclusions were obtained; (1) There were similar values, especially, during unloading in case of 1/10 or 1/15 of strain rate during loading and the test results between STD and CRS were much to be alike. (2) The cross point of effective stress versus excess pore water pressure ratio curve, was increased during unloading, while the stress level of the cross point was decreased. The stress level can be separated into two zones according to the swelling index named Cs1 and Cs2. From the test results, the values of Cs1 were approximately constant irrespective of strain rate during unloading, but the values of Cs2 were much influenced by strain rate. (3) In CRS consolidation tests, it was found that unloading strain rate did not affect on the existence of zone.

• 한국지반공학회지:지반
• /
• 제12권2호
• /
• pp.33-42
• /
• 1996

포항지역 이암의 풍화가 slaking및 흡수팽창에 기인됨을 인식하고, 3개 지점에서 채취한 이암시료를 대상으로 광물성분, slaking 및 팽창시험을 수행하였다. 또한 풍화로 인하여 열화된 이암의 잔류전단강도를 측정하였는데 역전식 잔류전단시험을 채택하였다. 시험결과, 각 이암시료의 광물성분은 석영과 점토광물이 대종을 이루고 있으며, 두번째 slaking cycle에서의 slake내구성 지수는 71%~96% 범위이고 암석분말시료의 액성한계가 높을수록 내구성지수는 떨어지는 경향을 보인다. 또한 팽창압력의 크기도 액성한계가 높은 시료에서 월등히 큰 9.4kg10m2로 측정되었으며, 이러한 경향은 팽창변형률(최대치 :33.5%)에서도 마찬가지로 나타났다. 이암의 잔류전 단강도는 건습반복회수가 증가될수록 감소되어 5회 건습반복후의 잔류강도는 c,=0.24kg/cm2, f,=28$^{\circ}$로 측정되었다. 그리고 습윤상태에서 이암-이암 경계면을 따라 측정한 잔류강도가 최저값인 cr=0 and or=21.5$^{\circ}$로 나타났다.

• Geomechanics and Engineering
• /
• 제27권6호
• /
• pp.615-626
• /
• 2021

The main objective of this study is to present a fast and reliable approach to predict the swelling potential of clay-bearing rocks. Investigations showed that there is a good correlation between the swelling potential of a rock and its desire to absorb water due to its clay content which could be measured using the "Contact Angle" test as one of the most common ways to determine the wettability. In this test, the angle between a water drop and the flat rock surface on which it rests is measured. The present method is very fast and returns repeatable results and requires minimal sample preparation. Only having a saw-cut surface of a sample with any shape is all one needs to perform this test. The logic behind this approach is that the swelling potential of a rock is a function of its mineral content and molecular structure, which are not only distributed in the bulk of the sample but also reflected on its surface. Therefore, to evaluate swelling behavior, it is not necessary to wait for a sample to get wet all the way to its "internal structure" (which, due to the low permeability of clay-bearing rocks, is very slow and time-consuming). Instead, one can have a good sense of swelling potential by studying its surface. Parametric studies on the effect of moisture content, porosity, and surface roughness on the contact angle measurements showed that using a saw-cut oven-dried sample is a convenient way to evaluate the swelling potential by this method.

• Geomechanics and Engineering
• /
• 제28권2호
• /
• pp.171-180
• /
• 2022

Time-dependent stress-strain behaviour significantly influences the compressibility characteristics of the clayey soil. In this paper, a series of oedometer tests were conducted in two loading patterns and investigated the time-dependent compressibility characteristics of Indian Montmorillonite Clay, also known as black cotton soil (BC) soil, during loading-unloading stages. The experimental data are analyzed using a new non-linear function of the Elasto-Visco-Plastic Model considering Swelling behaviour (EVPS model). From the experimental result, it is found that BC soil exhibits significant time-dependent behaviour during creep compared to the swelling stage. Pore water entrance restriction due to consolidated overburden pressure and decrease in cation hydrations are responsible factors. Apart from it, particle sliding is also evident during creep. The time-dependent parameters like strain limit, creep coefficient and C_αe/C_c are observed to be significant during the loading stage than the swelling stage. The relationship between creep coefficients and applied stresses is found to be nonlinear. The creep coefficient increases significantly up to 630 kPa-760 kPa (during reloading), and beyond it, the creep coefficient decreases continuously. Several parameters like loading duration, the magnitude of applied stress, loading history, and loading path have also influenced secondary compressibility characteristics. The time-dependent compressibility characteristics of BC soil are presented and discussed in detail.

• 마이크로전자및패키징학회지
• /
• 제24권3호
• /
• pp.27-34
• /
• 2017

Polydimethylsiloxane (PDMS) 신축기판과 Au 박막 사이의 중간층으로서 parylene F의 적용 가능성을 분석하고, Au 박막의 스퍼터링 중에 발생하는 PDMS 기판의 swelling이 Au 박막의 신축변형-저항 특성에 미치는 영향을 분석하였다. Parylene F 중간층 없이 PDMS 기판에 스퍼터링한 150 nm 두께의 Au 박막은 $11.7{\Omega}$의 초기저항을 나타내었으며, 12.5%의 인장변형률에서 저항의 overflow가 발생하였다. 반면에 150 nm 두께의 parylene F 중간층을 갖는 Au 박막의 초기저항은 $1.21{\Omega}$이었으며 30% 인장변형률에서 저항이 $246{\Omega}$으로 저항증가비가 현저히 낮아졌다. PDMS 기판의 swelling이 발생함에 따라 30% 인장변형률에서 Au 박막의 저항이 $14.4{\Omega}$으로 크게 저하되었다.

• Geomechanics and Engineering
• /
• 제24권5호
• /
• pp.443-456
• /
• 2021

Structural design of the vertical displacements and shear strains in the earth fill (EF) dams has great importance in the structural engineering problems. Moreover, far fault earthquakes have significant seismic effects on seismic damage performance of EF dams like the near fault earthquakes. For this reason, three dimensional (3D) earthquake damage performance of Oroville dam is assessed considering different far-fault ground motions in this study. Oroville Dam was built in United States of America-California and its height is 234.7 m (770 ft.). 3D model of Oroville dam is modelled using FLAC3D software based on finite difference approach. In order to represent interaction condition between discrete surfaces, special interface elements are used between dam body and foundation. Non-reflecting seismic boundary conditions (free field and quiet) are defined to the main surfaces of the dam for the nonlinear seismic analyses. 6 different far-fault ground motions are taken into account for the full reservoir condition of Oroville dam. According to nonlinear seismic analysis results, the effects of far-fault ground motions on the nonlinear seismic settlement and shear strain behaviour of Oroville EF dam are determined and evaluated in detail. It is clearly seen that far-fault earthquakes have very significant seismic effects on the settlement-shear strain behaviour of EF dams and these earthquakes create vital important seismic damages on the swelling behaviour of dam body surface. Moreover, it is proposed that far-fault ground motions should not be ignored while modelling EF dams.

• 약학회지
• /
• 제25권3호
• /
• pp.109-114
• /
• 1981

The authors investigated drug interaction of ibuprofen and prednisolone in antiinflammatory and antipyretic activities. We have found significant differences of the antiinflammatory and antipyretic activities between single and concurrent administration of ibuprofen and prednisolone, using Sprague-Dawley Strain rats, carrageenin as a phlogistic agent and brewer's yeast as a fever inducing agent. 1) Ibuprofen(20mg/kg) was administered to the rats orally and resulted in significant reduction of (31.70 %) the swelling of rat paw induced by carrageenin, 2) prednisolone (9mg/kg) showed significant reduction of (45.76%) the swelling, 3) concurrent administration of ibuprofen (20mg/kg) and prednisolone (9mg/kg) also reduced (57.40%) the swelling. In ibuprofen (125mg/kg) administration, the inhibition rate of edema was 39.32% and in prednisolone (1mg/kg) administration, the rate was 39.04%. In concurrent administration of ibuprofen (125mg/kg) and prednisolone (1mg/kg), the inhibition rate of edema was 63.09%. Concurrent administration of ibuprofen and prednisolone showed more anti-inflammatory effects than single administration of ibuprofen and prednisolone respectively. Prednisolone itself did not show antipyretic effect, but concurrent administration of ibuprofen and prednisolone showed more antipyretic effects than ibuprofen single administratron.

• 한국해양환경ㆍ에너지학회지
• /
• 제14권4호
• /
• pp.280-286
• /
• 2011

본 연구에서는 기름에 대한 실리콘의 선택적 반응 현상을 이용하여 해상에 유출된 기름을 탐지하는 방법과 이를 적용한 센서의 특성을 실험적으로 분석한 결과를 제시한다. 기름을 탐지하기 위한 방법으로는 기름과 접촉시 실리콘고무의 부피가 변화되는 성질을 이용하였으며 이를 정량적으로 측정하기 위해서 스트레인 게이지와 실리콘 고무가 결합된 새로운 형태의 센서 코어를 제안하였다. 기름의 종류별 센서 코어의 특성 실험을 통해 유출유 탐지 센서로 사용이 가능함을 확인하였고, 해당 센서의 실해역 적용을 위해서 부이형태의 센서 플랫폼을 센서 코어 및 스트레인 계측기와 통합시켜, 기름 유출이 모사된 조건에서 기름을 탐지하는 실험을 통해 여러 종류의 기름의 존재 유무를 탐지할 수 있는 센서로 활용할 수 있음을 보였다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 추계 학술발표회
• /
• pp.1156-1167
• /
• 2010

The constant rate of strain (CRS) consolidation test has been widely used to evaluate consolidation characteristics of soils instead of the standard Incremental Loading Test. In practical problems, after the ground improvement, the condition of the soil is over-consolidated. Therefore, it is important to determine the recompression indices and the coefficient of consolidation(or the coefficient of swelling) of unloading-reloading cycle to predict the settlement behavior. However, since standard testing procedures or studies related with strain rate are insufficient especially in unloading-reloading cycle, it is difficult to predict the settlement field behavior accurately from the CRS consolidation test results in spite of its lots of strengths. The several CRS consolidation tests were performed changing the unloading strain rate from 0.2%/hr to 20%/hr with vertical drainage condition using the reconstituted kaolinite sample. For the reconstituted kaolinite sample in CRS consolidation test, the recompression indices are insensitive to the strain rate. It is revealed that the coefficient of consolidation of reloading is affected by the developed pore pressure during unloading. Additionally, the test should be conducted in the positive pore pressure ratio range (3~15%) to obtain the reasonable coefficient of consolidation in the whole range(loading, unloading and reloading).