• 한국강구조학회 논문집
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• 제10권4호통권37호
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• pp.731-740
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• 1998

직교로 보강된 판은 효율적인 하중분배능력과 좌굴안정성 때문에 장대교량의 강상판으로 사용되고 있다. 본 연구에서는 일축압축을 받는 직교로 보강된 판의 좌굴강도를 해석적 방법으로 추정하였다. 판이론을 사용하여 전체좌굴 및 부분좌굴과 같은 여러 모드에서의 좌굴응력식을 유도하고, 좌굴강도에 대한 횡리브와 종리브의 강성과 개수 등의 효과를 보이기 위하여 매개변수해석을 수행하였다. 정량적인 해석을 통해 종리브와 횡리브의 강성과 간격의 영향을 보였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.527-532
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• 2010

Soil-cement has been broadly used for eco friendly pavement, slope protection and soft soil improvement since it used for the increase of soil strength with cement. Recently, additional agents are mixed with existing soil-cement so as to improve specific properties or functions such as strength, color and permeability of it. This study aims at figuring out the physical and mechanical properties of a soil-cement mixed with crashed oyster shell and loess. The study is specially focused on the applicability of oyster shell as an alternative material for sands. To have his objective achieved a series of uniaxial compression tests were conducted. As a result, it appears that usage of oyster shell may have effect on strength improvement of mixed soils.

• Geomechanics and Engineering
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• 제22권1호
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• pp.97-108
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• 2020

The time-consuming and less objectivity are the main problems of conventional micromechanical parameters calibration method of Particle Flow Code simulations. Thus this study aims to address these two limitation of the conventional "trial-and-error" method. A new calibration method for the linear parallel bond model (CM-LPBM) is proposed. First, numerical simulations are conducted based on the results of the uniaxial compression tests on limestone. The macroscopic response of the numerical model agrees well with the results of the uniaxial compression tests. To reduce the number of the independent micromechanical parameters, numerical simulations are then carried out. Based on the results of the orthogonal experiments and the multi-factor variance analysis, main micromechanical parameters affecting the macro parameters of rocks are proposed. The macro-micro parameter functions are ultimately established using multiple linear regression, and the iteration correction formulas of the micromechanical parameters are obtained. To further verify the validity of the proposed method, a case study is carried out. The error between the macro mechanical response and the numerical results is less than 5%. Hence the calibration method, i.e., the CM-LPBM, is reliable for obtaining the micromechanical parameters quickly and accurately, providing reference for the calibration of micromechanical parameters.

• Corrosion Science and Technology
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• 제3권3호
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• pp.87-97
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• 2004

This paper presents a new approach with meso scale structure models to express mechanical property, such as stress - strain relationships, of concrete. This approach is successful to represent both uniaxial tension and uniaxial compression stress - strain relationship, which is in macro scale. The meso scale approach is also applied to predict degraded mechanical properties of frost-damaged concrete. The degradation of mechanical properties with frost-damaged concrete was carefully observed. Strength and stiffness in both tension and compression decrease with freezing and thawing cycles (FTC), while stress-free crack opening in tension softening increases. First attempt shows that the numerical simulation can express the experimentally observed degradation by introducing changes in the meso scale structure in concrete, which are assumed based on observed damages in the concrete subjected to FTC. At the end applicability of the meso scale approach to prediction of the degradation by combined effects of salt attack and FTC is discussed. It is shown that clarification of effects of frost damage in concrete on corrosion progress and on crack development in the damaged cover concrete due to corrosion is one of the issues for which the meso scale approach is useful.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1051-1060
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• 2008

The use of the coal ash for surcharge material, in a view of the environmental aspect, can decrease amount of the reclamation through recycling waste materials as well as prevent a destruction of the ecosystem attributed to sand picking. In addition, it can reduce both unit cost of material and construction expenses. In this study, new construction material as alternative surcharge material using coal ash, which is by-product from thermoelectric power plant, were developed. Mixing ratios of fly ash and bottom ash derived from the coal ash in Samchunpo thermoelectric power plants were determined. Furthermore, mixing conditions depending on the ratios of the cement and gypsum used for chemical additive were determined too. Uniaxial compression strength tests were conducted at different mixing conditions and Design graph of optimum mixing ratio at each required strength for economic efficiency is indicated in this paper.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.211-219
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• 2008

The hazard warning levels are necessary for the rational design and safety construction of underground space, as mountain and urban tunnel. Sakurai provided the hazard warning levels for assessing the stability of tunnels using the critical strain of rock mass, which is defined as a ratio between uni-axial compressive strength and the Young's modulus. The concept of critical strain guidelines is introduced in this study for the assessment of tunnel safety during excavation. Moreover, in this paper, the critical strain properties of sedimentary rock in Korea has investigated and analysed in detail by Lab. test, as the uniaxial compression tests. Finally, critical strain properties of sedimentary rock is discussed the relationship of failure strain values, uniaxial compression strengths and Young's modulus.

• 한국지반공학회논문집
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• 제16권1호
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• pp.157-165
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• 2000

본 연구에서는 선철의 제조과정에서 부산물로 발생되는 수경성 입도조정 고로 슬래그(이하HMS-25라 함)의 철도 노반재로서의 적용성 및 성능평가 검토를 하였다. 실험은 기본물성 측정을 위한실내시험, 일축압축강도시험 및 정ㆍ동적 특성분석을 위한 모형토조실험 및 공진주/비틂 전단시험을 실시하였다. HMS-25의 일축압축강도시험 결과, 수경성에 의한 강도 증진 효과를 확인하였다. 토조시헌에서는 HMS-25를 이용하여 조성한 노반이 흙노반에 비해 지지력 및 침하량측면에서 효과적인 것으로 나타났다. 공진주/비틂전단시험에서는 전단탄성계수는 구속압의 0.5 제곱으로 증가하였으며, 재령에 따라 증가하는 경향을 보였다.

• 한국터널지하공간학회 논문집
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• 제3권2호
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• pp.23-32
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• 2001

암석은 지질학적 생성과정으로 인해 많은 역학적 결함을 포함하고 있으며 이러한 결함 사이에는 암석 브릿지가 존재하게 된다. 이러한 암석 브릿지에서의 균열의 전파 및 결합(coalescence)과정은 터널의 안정성에 영향을 미치게 된다. 본 연구에서는 단축압축 하에서 균열의 형상변화에 따른 암석 브릿지에서의 균열의 개시, 전파 및 결합거동 변화를 강화석고의 일종인 Diastone과 여산 대리석 시료에 대해 알아보았다. 하중을 가하면서 날개형 균열 개시응력, 날개형 균열 전파각도, 균열결합 응력을 측정하였으며, 전단, 인장, 혼합형의 3가지 균열결합 유형이 나타났다. 또한, 정규화된 최대강도(normalized peak strength)를 구하여 Ashby & Hallam 모형(1986)의 이론해와 비교, 분석하였다.

• 한국농공학회논문집
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• 제48권1호
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• pp.61-68
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• 2006

The p-version nonlinear finite element model has been developed to analyze the nonlinear behavior of simply supported RC slabs strengthened with carbon fiber reinforced plastic sheets. The shape function is adopted with integral of Legendre polynomials. The compression model of concrete is based on the Kupfer's yield criterion, hardening rule, and crushing condition. The cracking behavior is modeled by a smeared crack model. In this study, the fixed crack approach is adopted as being geometrically fixed in direction once generated. Each steel layer has a uniaxial behavior resisting only the axial force in the bar direction. Identical behavior is assumed fur tension and compression of steel according to the elastic modulus. The carbon fiber reinforced plastic sheets are considered as reinforced layers of equivalent thickness with uniaxial strength and rigidity properties in the present model. It is shown that the proposed model is able to adequately predicte the displacement and ultimate load of nonlinear simply supported RC slabs by a patch with respect to reinforcement ratio, thickness and angles of CFRP sheets.

• 한국지반공학회지:지반
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• 제13권1호
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• pp.159-168
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• 1997

보강재의 방향, 표면거칠기 그리고 점토의 함수비가 보강점토의 응력-변형률 거동 및 파괴거동에 미치는 영향을 조사하기 위하여 강으로 보강된 점토를 대상으로 일축압축시험을 실시하였다. 시험결과 보강점토 강도의 증가 또는 감소는 보강재의 방향과 점토의 함수비에 영향을 받고 있는 것으로 나타났다. 보강재 설치방향에 따른 점토의 강도저하는 점토와 보강재의 경계면 끝에서 발생된 균열과 관련이 있는 것으로 판단된다. 파괴역학 이론을 적용하여 보강점토의 파괴 거동에 대한 이론적인 고찰을 하였으며 시험 결과를 이론적인 예측결과와 비교하였다. 폐합된 균열이 내재된 물질의 파괴기준을 적용하여 예측한 균열진행 방향은 시험으로부터 측정된 값과 비교적 잘 일치되었다.