• 터널과지하공간
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• 제14권3호
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• pp.167-174
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• 2004

본보는 2003년도에 국제 학술지에 수록된 논문을 국내의 전문가들에게 소개하는 기술보고서이다. 본 연구에서 취성파괴를 보이는 암석에 대하여 시간의존성의 중요성을 설명하는 파괴역학적 모텔이 개발되었다. 균열면을 따라 형성된 신선한 구간인 암석 브리지의 파괴규명으로 불연속면의 점착강도가 감소하는 모델이 설정 되었다. 특히 임계조건 이전에 발생하는 균열성장을 사용하여 파괴역학적 모델을 개발하였는데, 이로부터 시간과 점착강도의 관계를 독립된 수식으로 표현하였다. 예로서 평면파괴가 예상되는 암석 블록에 대한 분석이 이루어 졌다. 절리면의 점착강도는 연속적으로 감소하는 것으로 밝혀줬는데, 초기에는 아주 점진적이며 그 후에는 급격하다. 그러다가 어느 시점에서는 감소된 점착강도는 사면의 불안정과 붕괴를 야기한다. 두 번째 예에서는 몇몇 물질 상수들이 분산을 가진다고 가정하였다. 여기에서는 확률론적으로 사면의 안정성이 분석되었는데 사면의 파괴확률을 시간의 함수로 예견할 수 있다. 시간이 경과함에 따라 사면의 파괴확률은 점점 증가하여 초기에 5% 수준에서 100년 후에는 40% 이상으로 증가한다. 이러한 예제들은 지하구조물이 비록 비교적 단기목적이라 하더라도 불연속면을 갖는 암반의 시간의존성 거동을 예측할 수 있음을 보여 주었다.

• 근관절건강학회지
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• 제19권3호
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• pp.319-328
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• 2012

Purpose: The purpose of this study was to explore effects of a Cancer-overcome BeHaS exercise program that consists of exercise, education, and cognitive supports to improve shoulder external rotation, cancer coping, group cohesion in mastectomy patients. Methods: A one group pre-post test design was used. Thirty mastectomy patients from C Hospital participated in the supervised exercise program once a week for 8 weeks. Data were collected from May to July 2011 using self-administered questionnaires and physical measurement. SPSS/WIN 19.0 was used for the data analysis. Results: The mean age of participants was 53.7 and the mean postoperative period after the surgery was 12.93 months. There were significant differences in the shoulder external rotation, cancer coping, group cohesion between pre and post program. Conclusion: The results showed that cancer-overcome BeHaS exercise program was an effective nursing intervention for improving breast cancer patient's shoulder external rotation, cancer coping and group cohesion.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.499-502
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• 2003

The purpose of this study is to understand the sliding characteristics of the infilling-joint surface using the new devised shear test apparatus with changeable slope for the original infilling materials and the infilling materials experienced cyclic freezing-thawing processes. Three types of the mother rock classified as the igneous rock, the metamorphic rock and the sedimentary rock and the infilling materials were collected for laboratory test. The cohesion according to the slope change of the rock joint shows large variation within ${\pm}$5 degrees but the internal friction angle shows appears the linear decreasing tendency. It is confirmed that the affecting factor of slope change of rock joint at the behavior of rock mass is larger than that of the infilling thickness. Test results show that the cohesion and the internal friction angle in 100 times of cyclic freezing-thawing processes are decreased about 50 percent compared with original one. A further study using various infillings materials would lead to a better understanding of the failure mechanism of rock mass by slope change of rock joint.

• 근관절건강학회지
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• 제10권1호
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• pp.19-31
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• 2003

Purpose : The purpose of this study was to examine the effect of the self- efficacy, group cohesion and family support on adherence of aquatic exercise in arthritis patients. Method : The Subjects were 30 patients with arthritis who had participated in the 6-week aquatic exercise programs of Korean Rheumatology Health Professionals Society. All subjects were interviewed from November to December, 2001(1st) and Feburary, 2002(2nd) using a structured questionnaire which was composed of 42 items. SPSS Win 10.0 was used for data analysis. Results : Ten out of thirty were adherer who were keeping aquatic exercise for three months since they completed 6-week aquatic exercise program. The major reasons of adherence were affectional reasons and general condition improvement on the first month. The reasons of 3-month adherence were improvement of arthritis symptoms, affectional improvement, expectations, general condition improvement and group activity. The major reasons of drop out were environment factors and physical factors. The environmental reason were time shortage, economic problem and long distance. And the physical factor were cold, pain and other health problem. The scores of self-efficacy were decreased from 528.00 to 476.00 within 3 months after compeleting aquatic exercise program and that was statistically significant(p=.029). But there were no statistically differences in group cohesion and family support. There was a significant positive correlation between exercise adherence and self-efficacy. Factors influencing the exercise adherence was self-efficacy which accounted for 23% of the variance in the exercise adherence. Conclusion : In conclusion, self-efficacy is a significant variable in the exercise adherence and changes within 3 month after completing aquatic exercise program. The results of this study suggested that the strategy for maintaining self-efficacy should be developed.

• 근관절건강학회지
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• 제8권1호
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• pp.5-26
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• 2001

Many studies have reported that regular aquatic exercise can lead to improvement of health for patients suffering from arthritis. In spite of these benefits, the adherence rate has shown as few as 26% of patients with arthritis who had completed the aquatic exercise education program. Moreover, when patients with arthritis begin an aquatic exercise, 47% withdraw within the first 6 month. No study has been found that constructs model to explain aquatic exercise adherence of patients with arthritis. The purpose of this study were to identify the factors influencing exercise adherence and to construct and test a structural model to explain aquatic exercise adherence of patients with arthritis. Hypothesized model was constructed on the basis of Bandura's social cognitive theory and literature review. Exogenous latent variables included in this model are group cohesion and barrier, endogenous latent variables are self-efficacy, outcome expectancy and self-evaluation. Empirical data used was collected through individual interviews with the structural questionnaire on 249 patients with arthritis who had completed the 6-week aquatic exercise education program of Korean Rheumatology Health Professionals Academy. The interviews were performed from September 6, 1999 through October 8, 1999. A model tested by the covariance structural analysis with LISREL 8.12a program and by descriptive statistics and correlation with SAS 6.12 program. The results are summarized as follows: First, hypothesized model showed a good fit to the empirical data. In the modified model added one new path showed a much better fit. Second, group cohesion had a direct, indirect positive effects, self-efficacy and self evaluation had a direct positive effects on exercise adherence. Barrier had a direct, indirect negative effects on exercise adherence. Outcome expectancy had a direct negative effect, indirect positive effects through self-evaluation on exercise adherence, but total effects was not significant. Total effect size of the variables were group cohesion, self-efficacy, barrier and self evaluation in order. All variables accounted for 54% of the total variance of exercise adherence in the model. In conclusion, this model confirmed to be proper in explaining of aquatic exercise adherence. Group cohesion, self-efficacy, outcome expectancy, self-evaluation, barrier contributed to the aquatic exercise adherence of patients with arthritis. The results of this study suggested that improvement of group cohesion, self-efficacy and self-evaluation, motivation of outcome expectancy through self-evaluation, and reduction of the barrier should be included in the strategy of nursing intervention for the aquatic exercise adherence of patients with arthritis.

• 터널과지하공간
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• 제23권3호
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• pp.203-211
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• 2013

법선응력 수준과 초기 절리면 거칠기를 고려하여 절리면의 전단거동 특성을 고찰하였다. 절리면 전단강도는 순차적으로 법선응력을 증가시키는 다단계 전단시험을 수행하여 측정하였다. 일정한 법선응력 구간에서의 다단계 전단시험을 반복적으로 수행하여 전단파괴 기준선을 산출하였으며, 기준선의 순차적인 변화양상을 고찰하여 전단강도정수인 점착력과 마찰각의 2가지 변화 형태를 도출하였다: type 1 - 점착력 감소 및 마찰각 감소, type 2 - 점착력 감소 및 마찰각 증가. 편마암, 화강암 및 셰일의 3가지 암종별 전단강도정수 변화양상을 고찰하였으며, 순차적 전단거동 과정에서 절리면의 초기 거칠기가 전단강도 변화에 미치는 영향도 분석하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.1133-1138
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• 2000

The interface necessarily exists in joints using cement mortar, UP(Unsaturated Polyester : UP) mortar and SBR(SBR-latex) mortar. Characteristics of shear transfer in joint interface consisting of different materials are studied with experimental and analytical methods. The uniaxial compressive shear experiments are accomplished with various angle of inclination (35, 45, 55, 65, 75°), materials of old and new-cast mortar. In this study, The results are as follows ① Mohr-coulomb's slip theory be applied to the interface consisting different materials ② The cohesion of UP mortar is superior to that f cement mortar, SBR mortar.

• 터널과지하공간
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• 제10권2호
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• pp.180-195
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• 2000

본 연구에서는 주입에 의한 암석절리면의 수직압축특성과 전단특성의 변화를 규명하기 위하여 신선한 인공절리에 대하여 시멘트현탁액을 주입한 후, 절리 압축시험과 직접전단시험을 실시하였다. 시멘트현탁액을 주입한 맞물린 단일암석 절리의 수직압축시험결과, 주입전 비선형적이었던 절리의 수직응력-수직변형곡선은 선형적으로 바뀌었으며 2 MPa까지의 수직변형은 주입전의 1/10정도로 감소하였다. 시멘트현탁액 주입후 신선한 단일암석절리에 대한 직접전단시험결과, 파괴포락선은 1 MPa내외의 점착력과주입전보다 낮은 마찰각을 가지는 것으로 나타났으며, 주입두께가 커질수록 마찰각은 더 낮아지는 것으로 나타났다. 잔류전단강도는 주입두에와의 상관성을 확인할 수 없었으나, 전단강성과 최대팽창각은 주입두께가 증가할수록 감소하는 경향을 나타내었다. 이러한 주입두께에 대한 전단특성들의 감소현상들은 주입재에 의한 절리면 유효거칠기의 감소효과로부터 발생한 것으로 판단되며 직접전단시험에서 얻어진 최대전단강도를 주입두께대 거칠기평균진폭비를 포함한 경험식으로 나타내었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 추계 학술논문 발표대회
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• pp.63-64
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• 2014

In this study, we has a purpose to estimate the joint movement responsiveness performance for the domestic products of one-component structural silicon sealants. For this purpose, we make a comparative study for the four domestic products focused on tensile properties after allowed the cyclic-movements for three days at initial step of curing phase. A joint movement range ±10% and the rate of compression and extension 3.2mm/h were assumed in those tests. As a result, the large space were induced inside the sealant by rupture, and then adhesion and cohesion failures were caused by stress concentration. The tensile properties were reduced by 15~60% in comparison with physical properties. In this case, the generating defect was caused and the service-life was decreased. Thus, further researches as relationship of test condition and products properties on this behavior would be studied.

• 터널과지하공간
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• 제19권2호
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• pp.86-94
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• 2009

암석파괴역학과 파괴인성(rock fracture toughness) 이하의 응력확대계수(stress intensity factor)에서 균열이 성장하는 현상을 이용하여 암석 절리면의 비선형 강도특성과, 시간의 경과에 따라 파괴가 진행되는 특성을 고려한 수치해석용 3차원 절리면 요소를 개발하였다. 이 절리면 요소를 사용하여 암석 절리면 전단시험을 수치해석으로 모사한 결과, 전단응력이 증가하고 시간이 경과함에 따라 절리면 사이에 연결된 절리면 내 접점(asperity in joint)에서 암석의 파괴인성보다 응력확대계수가 작음에도 불구하고 균열이 발생하였고 시간이 경과하면서 균열이 성장, 절리면 내 접점이 파괴되었다. 이와 같이 각각의 절리면 내 접점의 파괴에 따라 절리면의 강도는 감소하고, 절리면의 전단응력은 응력경화와 응력연화 후 잔류응력에 도달하는 비선형거동을 보이면서 시간의 경과에 따라 점진적으로 파괴되었다.