• Tunnel and Underground Space
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• v.12 no.4
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• pp.304-311
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• 2002

This study reports the influence of vocid geometry on fracture closure and permeability from numerical experiments. As the aperture distributions of rock fractures are characterized by statistical methods, synthetic fractures have successfully been simulated in this way. Based on the generated fracture models, models for fracture closure and flow calculation have been developed. A fracture closure model has been developed by considering the asperity compression and half-space deformation, and flow calculations have been performed using a finite difference method adopting a local cubic law. The results of numerical experiments have shown that the increase in the aperture spatial correlation leads the fracture closure and the decrease in fracture permeability to increase. Also, it has been indicated that there is an implicit relation between fracture normal stiffness and permeability. The importance of this study is to enhance the understanding the hydro-mechanical behavior of fractured rock massed due to engineering projects.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.25 no.6
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• pp.505-512
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• 2012

In this paper, an efficient yet accurate method for the thermal stress analysis using a first order shear deformation theory(FSDT) is presented. The main objective herein is to systematically modify transverse shear strain energy through the mixed variational theorem(MVT). In the mixed formulation, independent transverse shear stresses are taken from the efficient higher-order zigzag plate theory, and the in-plane displacements are assumed to be those of the FSDT. Moreover, a smooth parabolic distribution through the thickness is assumed in the transverse normal displacement field in order to consider a transverse normal deformation. The resulting strain energy expression is referred to as an enhanced first order shear deformation theory, which is obtained via the mixed variational theorem with transverse normal deformation effect(EFSDTM_TN). The EFSDTM_TN has the same computational advantage as the FSDT_TN(FSDT with transverse normal deformation effect) does, which allows us to improve the through-the-thickness distributions of displacements and stresses via the recovery procedure. The thermal stresses obtained by the present theory are compared with those of the FSDT_TN and three-dimensional elasticity.

• International Journal of Highway Engineering
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• v.11 no.1
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• pp.135-144
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• 2009

The purpose of this study is to develop a simple and rational crack evaluation system using Marshall tester. Fracture energy were used as a parameter to evaluate the crack resistance of asphalt mixtures. Marshall tester basically measures the vertical deformation obtained from the linear variable differential transformer(LVDT) attached on the specimen's exterior, which can cause a measurement error due to the local deformation near the loading head. Therefore, the validity of the measurement system of Marshall tester should be tested to use it in calculation of fracture energy. Two types of indirect tensile strength tests were performed using four types of asphalt mixtures at two temperature conditions. From the tests, it was shown that local deformation near the loading head had not occurred before a specimen was fractured, so that it did not cause the measurement error of fracture energy. And also from the statistic analysis, the coefficient of variation of vertical deformation measurements obtained on specimen's exterior is less than 15%. Thus, vertical deformation measurements obtained on the specimen's exterior can be used in crack evaluation system using Marshall tester.

• Geotechnical Engineering
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• v.5 no.2
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• pp.57-77
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• 1989

This paper describes the design and construction aspects of time-dependent deformation test apparatus for slut.oiling rocks and presents the test results obtained using these apparatus. These tests are modified semi-confined swell test, swell test under uniaxial tension and swell test under biaxial stress. These apparatus measure the time.dependent deformations in three orthogonal directions of the test specimen under simplified field stress conditions. The test results obtained from these test apparatus for the last several years show that these apparatus have performed satisfactorily. The test results show that the time-dependent deformation behaviour of the Queenston shale is cross-anisotropic with higher swelling in the vertical direction (normal to bedding plane) than in horizontal direction (parallel to bedding plane) under free swell condition. The applied stress in one direction suppresses the swelling deformation in that direction as well as that in the orthogonal directions.

• Journal of the Korean Geotechnical Society
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• v.38 no.1
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• pp.35-45
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• 2022

When constructing a cylindrical vertical shaft through the open-cut method, the walls are generally designed to be temporary flexible walls that allow a certain level of displacement. The earth pressure applied to the flexible walls acts as an external force and its accurate estimation is essential for reasonable and economical structure design. The earth pressure applied to the flexible wall is closely interrelated to the plastic deformation of the surrounding ground. This study simulated a stepwise excavation for constructing a cylindrical vertical shaft through a centrifugal model test and evaluated the continuous deformation behaviors of the surrounding ground through digital image analysis.

• The Mathematical Education
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• v.60 no.1
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• pp.61-76
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• 2021

The purpose of this study is to analyze the errors and difficulties which pre-service secondary teachers shows during the task modification in consideration of the cognitive demand and to provide significant implications to the pre-service teacher education program related to the modification of the mathematical tasks. In the pursuit of this purpose, tasks were selected from perpendicular bisector units and 24 pre-service teachers were asked to modify the tasks to higher and lower level tasks. After the modification activities, opportunities for reflection and modification were provided. The findings from analysis are as follows. Pre-service teachers had a difficulty to distinguish between PNC tasks and PWC tasks. Also, We identified the interference phenomena that pre-service teachers depended on the apparent elements of the task. Pre-service teachers showed a tendency to overlook the learning objectives and learning hierarchy during the task modification, and to focus on some types of task modification. However, pre-service teachers were able to have meaningful learning opportunities and extend the category of tools to technology including Geogebra through self-reflection and correction activities on task modification. The above results were summed up and we presented the implications to the task modification program in the pre-service secondary teacher education.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.9 no.2
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• pp.141-148
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• 1998

For developing a beam shaping antenna, the circumference and the length of the vertical and horizontal elements of the Modified Transmission Line type Antenna(MTLA) are varied. The vertical radiation pattern of MTLA which has various shape was analyzed by the moment method in order to verify the beam tilt characteristics. From the analysis, it is confirmed that the condition of the maximum beam tilt is determined by the length of the vertical elements of the antenna. The antennal with the maximum beam tilt was designed and its input impedance and the radiation pattern was calculated theoretically and measured experimentally.

• Magazine of the Korean Society of Agricultural Engineers
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• v.66 no.1
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• pp.35-41
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• 2024

측면구속은 지오그리드에서 골재 입자의 상호결합과 관련된 주요 보강 메커니즘으로 알려져 있다. 본 연구에서는 실내실험을 통해 얻은 지오그리드-골재 상호결합에 의한 국부적 강성증가에 대한 결과를 토대로, 지오그리드로 보강된 기층을 포함한 포장구조체의 탄성 반응 특성을 파악하고자 하였다. 기존의 실험적 연구에서는 지오그리드 배치된 시편 중간 높이로부터 거리가 멀어질수록 전단파 측정에서 추정된 전단탄성계수가 감소한다는 것을 보여주었다. 또한, 삼각형 지오그리드 근처의 강성 증가가 사각형 지오그리드 근처보다 크게 나타났다. 이러한 전단탄성계수 주상도를 기반으로, 수치해석적 연구에서는 기층의 4 개 하부층에 대한 탄성계수 값을 다르게 할당되었다. 층상 탄성해석 프로그램을 사용한 수치해석적 연구는 아스팔트층 하단에서 두 지오그리드 보강 포장시나리오의 수평방향 인장 응력과 변형이 미보강된 시나리오에 비해 감소했음을 보여주었다. 기층 중간깊이에서는 지오그리드 보강 포장시나리오의 압축응력이 미보강된 시나리오에 비해 보다 크게 나타났으며, 지오그리드 보강구간의 인장변형은 미보강된 구간보다 작게 나타났다. 삼각형 및 사각형 지오그리드의 사용은 기층 중간깊이에서 미보강된 시나리오에 비해 수직압축응력을 증가시키고 수직압축변형을 감소시켰다. 노상 상단에서는 지오그리드 보강 포장 구간의 수직 응력과 변형이 미보강된 구간보다 작았는데, 이는 노상의 침하 가능성이 낮다는 것을 보여주었다. 따라서, 지오그리드와 골재 간 미세역학적 상호결합을 기반으로 한 거시적 모델링 방법은 지오그리드로 보강된 아스팔트포장시스템의 역학적 분석에 효과적으로 사용될 수 있을 것으로 기대된다.

• Proceedings of the Korea Multimedia Society Conference
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• 2002.05c
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• pp.342-345
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• 2002

차량 번호판 인식에 대한 여러 가지 방법들이 제시되고 있다. 기존 연구들의 문제점은 번호판 영역의 밝기 변화 둥에 영향을 많이 받았으며 그로 인하여 번호판 영역 추출률에 영향을 미치는 것은 물론 문자 인식에서도 많은 문제점들이 존재하였다. 따라서 본 연구에서는 색상 정보를 이용하여 밝기를 보정한 후 마스크 적용을 통한 수평ㆍ수직 에지 검출과 형태학적 정보를 이용하여 번호판을 추출하고 변형된 특징 매칭을 이용하여 문자를 인식함으로써 인식률을 향상시킬 수 있었다.

• Journal of the Korean GEO-environmental Society
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• v.12 no.12
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• pp.5-12
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• 2011

Macro- and micro-behaviors of soluble granular media during dissolution process is investigated by numerical analysis. Soluble media are represented by assemblies of non-soluble particles and soluble particles with the different soluble particles contents. Dissolutions of particles are implemented by reducing sizes of soluble particles. The numerical simulations results exhibit that the vertical displacements increase to certain times and become constant while the porosities still increase until no soluble particles are present. However, the porosities and vertical displacements increase with the increase of soluble particles content. The microscopic views show that the fabrics of media change during dissolution process until the certain times, the higher soluble particles contents, and the larger change in fabric.