• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.998-1003
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• 2008

It has been recognized unsaturated soil behaviour playing an important role in geomechanics. Up to now, only a few experimental data are available for the technical difficulties related to both volume changes and suction measurements. In this study, the volume changes of unsaturated compacted silty soil were monitored with proximeter (i.e. non-contactable transducer) during various triaxial compression tests, which gave a realistic estimation in the volume changes of unsaturated soil sample. Various triaxial compression tests for unsaturated soil under different drainage conditions are carried out. The behaviour of the pore pressure, namely, the pore-air pressure and the pore-water pressure, and matric suction during the shearing tests are investigated. The experimental results have revealed that the mechanical behaviour of unsaturated soil can be significantly affected by the matric suction.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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• pp.265-270
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• 1999

At this study, we investigated the chemical component and the mineral granular composition of sedimentary rock and others where were distributed in Taegu area and compared correlations with each data through the various physicla and mechanical characteristic test. As the result, d and E, they are kinds of granite, which contain much albite than others were proved to be strong by mechanical tests and the correlation moduli were proved to be more than 0.8 except P wave velocity-Poisson's ration relation when examined Elastic moduluous -Poisson's ration, P, wave velocity-Uniaxial compression strength, Elastic modulous -Uniaxial compression strength and Uniaxial compression strength-Poisson's ration correlation function graph.

• 대한기계학회논문집A
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• 제20권12호
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• pp.3715-3727
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• 1996

Compression behavior of semi-solid aluminum alloys with controlled solid fractions was investigated in the present study. The stress and strain relationships were obtained from the compression test. Variations of the solid fraction distribution and the material behaviour were investigated for various friction coeffieiants and die speedsd. For a finite element analysis, the semi-solid material was described by a compressible regid viscoplastic model for the solid region and darcy's law for the liquid region. The computed results were compared with experimental data for the validity of the yield criteria.

• 공학교육연구
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• 제2권1호
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• pp.51-58
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• 1999

본 연구는 가상 현실(virtual reality)을 활용하여 실제 고가의 실험장비를 구입하지 않고도 개인용 컴퓨터에서 인터넷상으로 가상적인 프레스를 이용한 압축실험을 할 수 있도록 하는 것이다. 가상압축실험의 구현은 인터넷을 통하여 세 개의 모듈 즉 입력, 계산, 결과로 나누어 계산되어진다. 입력모듈에서는 압축실험을 위하여 인터넷 사용자가 재료의 실험적인 특징을 입력하고 그 입력 값을 서버 컴퓨터로 보내주는 과정이며, 계산모듈은 서버 컴퓨터에 있는 시뮬레이션 해석프로그램을 이용하여 입력모듈의 입력 값을 받아들여 결과를 계산한 후 파일로 저장하는 과정이다. 결과모듈에서는 서버 컴퓨터에서 계산된 결과를 인터넷 사용자에게 도표와 그림 그리고 3차원 애니메이션을 보여주는 과정으로 되어있다. 이를 구현하기 위하여 인터넷의 언어인 HTML, CGI, VRML, JAVA를 사용하였으며, 유한요소법(FEM)을 이용한 해석프로그램은 포트란(Fortran) 언어로 제작되었다. 현재 인터넷상에서의 가상현실을 이용한 응용분야가 급속히 확대되므로 앞으로 공학적인 가상 실험에 관한 연구가 많이 이루어져 실제 실험을 대체할 것이다.

• 전자공학회논문지CI
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• 제49권1호
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• pp.23-28
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• 2012

주 기억 장치인 메모리의 전송 속도와 프로세서의 처리 성능 향상에 비해 보조 기억 장치의 속도 향상은 매우 느리다. 응용프로그램의 실행을 위해서는 보조 저장 장치에서 메모리로의 적재 과정을 거쳐야 하며 이 구간에서 병목현상이 발생한다. 본 논문은 응용 프로그램의 초기 적재 시간의 감소를 위하여 실행 가능한 압축 기법을 구현하고 이의 성능 향상 정도를 실험하였다. 이를 위해서 퍼스널 컴퓨터 상에서 실행하는 실행 바이너리 파일 압축기와 임베디드 환경에서 실행되는 압축 해제기를 각각 구현하였다. 파일의 크기가 다른 6개의 테스트 바이너리 파일을 이용하여 실험한 결과 파일의 크기가 작아 성능이 감소한 경우를 제외하고 평균 약 29%의 프로그램 초기 실행 시간이 감소되었다. 각 파일의 특성에 따라 압축률이 다르고 성능 향상 정도가 다르기 때문에 해당 파일의 특성에 최적화된 압축 알고리즘의 적용이 필요할 것으로 보인다.

• The Journal of Korean Physical Therapy
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• 제13권3호
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• pp.653-664
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• 2001

Delayed onset muscle soreness (DOMS) was the sensation of discomfort and stiffness in the muscle, often after taking part in unaccustomed physical activity. No universally accepted treatment exist. The aim of this study was to examine the influence of cryotherapy and intermittent compression on the delayed onset muscle soreness. Flexion elbow joint position and extension(Universal Goniometer). pain(Muscle Soreness Rating Scale) and mechanical pain threshold(Algometer) were measured before 30minutes DOMS was induced.The data were analyzed by measure of Mann-Whitney test and Kruskal-Wallis test. The result were as follow; 1. There were no significantly differences between groups or over time in relation to range of motion. 2. Muscle Soreness Rating was significantly high in cryotherapy and intermittent compression at 48, 72 hours after DOMS was induced(p<.05). 3. Mechanical pain threshold begin to increased at 24 hours and significantly in cryotherapy and intermittent compression groups at 48, 72 hours after DOMS was induced(p>.05). 4. A negative Correlation between muscle soreness rating scale and mechanical Pain threshold graphs at 24, 48, and 72 hours after exercise indicated in cryotherapy and intermittent compression groups.

• 간호행정학회지
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• 제12권3호
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• pp.415-423
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• 2006

Purpose: This study was to identify the effects of the application of elastic compression stockings during the hours of work on edema and pain of lower extremity in hospital nurses. Method: The participants were categorized into three groups, 15 for an experimental group of the application of Thigh-Length (T-L) elastic compression stocking, 15 for another experimental group of the application of Knee-Length(K-L) elastic compression stocking and 15 for a control group. The data were analyzed by $X^{2}-test$, ANOVA, Repeated Measures ANOVA and Sheffe-test using SPSS Win 12.0 program. Result: As a result of the study "There are significant differences in lower extremity edema among three groups." was partly supported. "There are significant differences in girth of ankle after work among three groups." was supported(Rt.:F=4.56, p=.016; Lt.: F=5.82, p=.006). "There are significant differences in girth of calf after work among three groups." was not supported(Rt. : F=1.76, p=.183; Lt. : F=1.94, p=.155) "There are significant differences in lower extremity pain after work among three groups." was supported(Rt. : F=95.33, p=.000; Lt. : F=81.33, p=.000). Conclusion: The results of this study revealed that the application of elastic compression stockings during the hours of work is effective for the relief of edema and pain of lower extremity in hospital nurses.

• Geomechanics and Engineering
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• 제37권4호
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• pp.371-382
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• 2024

Measurement or prediction of compression index (C_c) of soils is essential for assessment of total and differential settlement of structures. It is a well-known fact that this parameter is controlled by several index identifiers of soil including initial void ratio, Atterberg limits, overconsolidation ratio, specific gravity, etc. Many studies in the past proposed relationships for prediction of C_c based on different index properties. Therefore, this study aims to present a comparison of previously proposed equations for estimation of C_c. Data from literature was compiled, and a total of 90 and 623 test results on remolded and undisturbed specimens were used to question the validity of previously proposed equations. Nevertheless, the modeling ability of 7 and 12 equations for estimation of C_c of remolded and undisturbed soils were questioned by use of compiled data. Moreover, new empirical relationships based on initial void ratio and toughness limit for prediction of C_c was proposed by use of nonlinear multivariable regression and evolutionary based regression analyses. The results are promising-the performances of models established are quite acceptable, which are verified by statistical analyses.

• Geomechanics and Engineering
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• 제33권1호
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• pp.1-9
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• 2023

The unconfined compression strength (UCS) of soils is commonly used either before or during the construction of geo-structures. In the pre-design stage, UCS as a mechanical property is obtained through a laboratory test that requires cumbersome procedures and high costs from in-situ sampling and sample preparation. As an alternative way, the empirical model established from limited testing cases is used to economically estimate the UCS. However, many parameters affecting the 1D soil compression response hinder employing the traditional statistical analysis. In this study, gene expression programming (GEP) is adopted to develop a prediction model of UCS with common affecting soil properties. A total of 79 undisturbed soil samples are collected, of which 54 samples are utilized for the generation of a predictive model and 25 samples are used to validate the proposed model. Experimental studies are conducted to measure the unconfined compression strength and basic soil index properties. A performance assessment of the prediction model is carried out using statistical checks including the correlation coefficient (R), the root mean square error (RMSE), the mean absolute error (MAE), the relatively squared error (RSE), and external criteria checks. The prediction model has achieved excellent accuracy with values of R, RMSE, MAE, and RSE of 0.98, 10.01, 7.94, and 0.03, respectively for the training data and 0.92, 19.82, 14.56, and 0.15, respectively for the testing data. From the sensitivity analysis and parametric study, the liquid limit and fine content are found to be the most sensitive parameters whereas the sand content is the least critical parameter.

• 한국항공우주학회지
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• 제30권8호
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• pp.56-64
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• 2002

본 연구에서는 다중 적층 구조의 스마트 스킨에 대한 개념 설계, 제작을 하였으며, 압축 실험을 통해 스마트 스킨의 거동 특성을 확인하였다. 상용 유한요소 소프트웨어인 NASTRAN 을 이용한 선형 압축 해석을 통해 스마트 스킨의 층별 응력 분포를 예측하였으며, 최초 파괴층을 예측하였다. 압축 시험과 선형 비선형해석 결과를 비교하여 유한요소 모델의 신뢰도를 검증하였으며, 본 모델을 이용한 설계 인자 해석을 통해 스마트 스킨 설계 자료를 확보하였다. 하니컴 심재의 전단탄성계수가 굽힘 변형과 전단 변형이 동시에 발생하는 스마트 스킨의 좌굴 하중에 큰 영향을 미치는 것을 화인하였다.