• 한국농공학회지
• /
• 제20권3호
• /
• pp.4750-4770
• /
• 1978

Under the various variations of the sample thickness, the load increment ratio and the load increment duration, this consolidation test of the clay in the Asan Bay was tried for the comparison with the standard consolidation test. The results gained are as follows; 1. The void ratio variations of the leached-clay samples were increasingly high, according as the sample thickness thinned and the load increment duration and the laod increment ratio increased. 2. The coefficient of consolidation were increased with the increment of the sample thickness, of the load increment ratio and of the load increment duration. Near the pre-consolidation load, the coefficient of secondary consolidation had the maximum value and lessened with the increment of the sample thicknss, and of the load increment duration 3. The value of the pre-consolidation load increased in proportion to the increment of the sample thickness and the decrease of the load increment ratio and the load increment duration. 4. The compression indices increased as the increment of load increased and decreased as the sample thickness increased. 5. The initial compression ratio increased as the sample thickness, the load increment ratio and the load increment duration decreased. The ratio of primary compression to the secondary decreased with the increment of the sample thickness and of the load increment ratio. 6. The time at the completion of psimary consolidation increased with the increment of the sample thickness and of the consolidation load, and with the decrease of the load increment ratio. 7. The compression indicses increaed as the sample thickness lessened and decreased as the load increment ratio increased. The coefficient of consolidation increased according as the sample thickness, the load increment ratio and the load increment duration went up. The settlement at the construction site should be calculated highly in proportion as the sample thickness lessened and the load increment ratio increased. The consolidation ratio is thought to be accelerated if the sample thickness and the load increment ratio becomes higher and the load increment duration longer.

• Journal of Advanced Marine Engineering and Technology
• /
• 제31권5호
• /
• pp.543-551
• /
• 2007

The performance characteristics of water-chilling heat pump using $CO_2$ with respect to variation of inlet temperature and mass flow rate of secondary fluid was investigated experimentally. An experimental apparatus is consisted of a compressor, a gas cooler, an expansion valve, an evaporator and a liquid receiver. All heat exchangers used in the test rig are counter-flow-type heat exchangers with concentric dual tubes, which ate made of copper. The gas cooler and the evaporator consist of 6 and 4 straight sections respectively arranged in parallel, each has 2.4 m length. The experimental results were summarized as the followings : As inlet temperature of secondary fluid in the gas cooler increases from $10^{\circ}C$ to $40^{\circ}C$, the compressor work, heating capacity and heating COP were varied to 37.8%, -13%, -35.9%, respectively. The heating capacity, compressor work, heating COP were turned into 23.3%, 6.42%, 13.1%, respectively when ass flow rate of secondary fluid in the evaporator increases from 70 g/s to 150 g/s. The above tendency is similar with performance variation with respect to temperature variation of secondary fluid in the conventional vapor compression cycle.

• 한국지반신소재학회논문집
• /
• 제23권1호
• /
• pp.39-47
• /
• 2024

본 연구에서는 부산항 신항 및 부산항 북항의 해성점토, 김해와 양산을 포함한 낙동강 중·하류, 울산지역에 분포하고 있는 연약한 점토층에 대하여 물성 시험 및 표준압밀시험을 실시한 후 결과를 활용하여 물성 특성 중 시료의 교란 여부와 관계없고 개인별 시험오차 발생이 작은 물성인 함수비를 이용하여 압축지수, 처녀압축지수, 압밀계수, 팽창지수, 2차압축지수 등을 회귀분석하여 상관성과 정확도를 평가하여 함수비로 압밀정수를 평가 및 산정할 수 있는 방안을 검토하였다. 압축지수를 산정하기 위해 물성 시험 중 가장 많이 활용되는 함수비 및 간극비, 액성한계와 상관성을 분석한 결과 액성한계가 가장 낮은 상관성을 가지는 것으로 확인되었다. 현재 자연상태의 함수비를 활용하여 압밀정수를 선형회귀분석한 결과 높은 상관성을 보여 침하량 및 침하시간을 결정할 수 있는 관계식을 제시하였다. 본 연구결과 부산, 경남지역에 분포하고 있는 퇴적 점토층의 지반침하 검토 시 함수비를 이용하여 압밀정수를 평가 및 산정할 수 있는 대안으로 활용할 수 있다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2003년도 봄 학술발표회 논문집
• /
• pp.875-883
• /
• 2003

Slurry clay has much higher water content than liquid limit of clay and even if small loads apply, it suffers a great settlement. Accordingly it is very difficult to perform a general consolidation test about slurry clay because of high water content. In this study consolidation tests have been performed successfully using Rowe Cell Tester about 1 remolding clay and 3 slurry clays with a water content of 100%, 133% and 150%. From the test results compression index characteristics, secondary compression index characteristics and consolidation coefficient characteristics have been investigated about slurry clay and remolding clay. Also two kinds of theory, by Terzaghi theory and by Mikasa theory, has been used to calculate consolidation coefficients. Compared to the calculation results, they had a similar value of consolidation coefficient. However if Mikasa theory is applied in the field design, the period which reach to the required consolidation degree will be much reduced compared to the period by Terzaghi theory because the time coefficient T$\_$v/ by Mikasa theory is far smaller than T$\_$v/ by Terzaghi theory.

• 한국세라믹학회지
• /
• 제31권8호
• /
• pp.823-828
• /
• 1994

Dispersion condition of Si3N4 powder in molten wax was established by comparing relative viscosity of mixture with 20 vol% solids loading, while the evaluation of compression-molded sample was demonstrated as an effective method for developing a binder system for injection molding. The best dispersion of Si3N4 powder in molten wax was achieved when Si3N4 powder was treated with 5% stearic acid, and the critical powder volume fraction was determined to be about 0.51 from density measurement of compression-molded samples. Samples containing polar secondary binder showed markedly improved green strength, higher thermal expansion and increased wicking rate in the early stage.

• 한국정보과학회논문지:소프트웨어및응용
• /
• 제37권11호
• /
• pp.851-858
• /
• 2010

대부분의 휴대기기는 보조 기억장치로 NAND flash 메모리를 사용하고 있다. 또한, firmware의 크기를 줄이고 NAND flash로부터 주기억장치로 로딩하는 시간을 줄이기 위해서 압축된 코드를 NAND flash에 저장한다. 특히, 압축된 코드는 매우 빠르게 해제가 되어야 demand paging 이 적용 가능하게 된다. 본 논문에서는 이를 위하여 새로운 사전식 압축 알고리즘을 제안한다. 이 압축방식은 기존의 LZ형식과는 다르게 현재 압축하고자 하는 명령어(instruction)가 참조된 명령어와 같지 않을 경우, 프로그램 코드의 명령어의 특성을 이용하여 두 명령어의 배타 논리합(exclusive or) 값을 저장하는 방식이다. 또한, 압축 해제 속도를 빠르게 하기 위해서, 비트 단위의 연산을 최소화한 압축형식을 제공한다. 실험결과 zlib과 비교해서 최대 5배의 압축해제 속도와 4%의 압축률 향상이 있었으며, 이와 같이 매우 빠른 압축해제 속도에 따라 부팅 (booting) 시간이 10~20% 단축되었다.

• 한국농공학회지
• /
• 제31권1호
• /
• pp.106-116
• /
• 1989

This study aims at scrutinizing the long4errn consolidation characteristics of peats sampled at three different regions of Chonbuk province. The standard consolidation test and the single load consolidation test were performed about these samples and especially in case of the latter the loading period was 350 days. The main condusions analyzed are as follows. 1. Void ratio showed much greater values than that of the general clay and was decresed greatly according to the increase of the load. 2. In case of the relationship between the sefflement and the long-term settlement time the rate of settlement increment became great according to the increase of the load step and the long4erm settlement became linely proportional to the logarithm of time alter 10 minutes. 3. The linear correlation was showed between the long4erm settlement time and the void ratio and therefore equations by regression analysis were derived in order to estimate the long-term settlement The slope of straight lines increased according th the increase of the load step and secondary consolidation coefficients ranged from 0.04-0.27. 4. The secondary consolidation coeffcient became linealy proportional to the compression index and the ratio of Ca to CC was 0.072. 5. The period required in ending the primary consolidation was about 10 minutes and alter that the secondary consolidation coefficient appeared to have constant value. Therefore the secondary consolidation coefficient was judged to be used as a significant factor in estimating the long4erm settlement. 6. In case of the single load consolidation test the secondary consolidation coefficient showed the tendancy increasing according to the increase of the consolidation pressure.

• 대한기계학회논문집B
• /
• 제29권12호
• /
• pp.1285-1290
• /
• 2005

A theoretical analysis of an annular injection supersonic ejector equipped with a second-throat was developed under the assumption that the secondary flow is choked aerodynamically by interaction with primary flow in the mixing chamber. The predicted secondary flow pressure agrees reasonably well with the measurements. Using the analysis, the compression ratio, the secondary flow Mach number, and the location of the choking point were presented in terms of entrainment ratio.

• Geomechanics and Engineering
• /
• 제3권3호
• /
• pp.233-254
• /
• 2011

The consolidation behavior of Sri Lankan peaty clay is analyzed using an elasto-viscoplastic model. The model can describe the secondary compression behavior as a continuous process and it can also account for the effect of structural degradation on the consolidation analysis. The analysis takes into account all the main features involved in the process of peat consolidation, namely, finite strain, variable permeability, and the secondary compression. The material parameters required for the analysis and the procedures to evaluate them, using both standard laboratory and field tests, are explained. Initially, the model performance is assessed by comparing the predicted and the observed peat consolidation behavior under laboratory conditions. The results indicate that the model is capable of predicting the observed creep settlements and the effect of layer thickness on the settlement analysis of peaty clay. Then, the model is applied to predict the consolidation behavior of peaty clay under different field conditions. In this context, firstly, the one-dimensional field consolidation of peaty clay, brought about by the construction of compacted earth fill, is predicted. Then, the two-dimensional peat foundation response upon embankment loading is simulated. A good agreement is seen in the comparison of the predicted results with the field observations.

• Journal of Dental Anesthesia and Pain Medicine
• /
• 제21권5호
• /
• pp.431-440
• /
• 2021

Background: Neurovascular compression (NVC) is a well-known cause of trigeminal neuralgia (TN). However, patients with idiopathic TN (ITN) do not have evidence of NVC on magnetic resonance imaging (MRI), and other patients may remain asymptomatic despite evidence of NVC on MRI. This suggests that there may be additional risk factors for TN development other than NVC. Although epidemiological factors, such as age and sex differences, are useful for understanding the pathophysiology of TN, detailed statistics for each TN subtype are currently unavailable. Therefore, this study aimed to classify patients with TN into the following groups based on data extracted from past medical records: classical TN (CTN), secondary TN, and ITN. Methods: The characteristics of the groups and their differences were explored. Results: CTN was more common in women than in men, as previously reported, whereas ITN was more common in men than in women. The ratio of pain sites located on the right side of the face was high in all groups. Patients with CTN were also prone to NVC on the asymptomatic side. Conclusion: By investigating TN subtype, it may be possible to elucidate the pathophysiology of TN. This would greatly improve treatment outcomes.