• 터널과지하공간
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• 제19권4호
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• pp.328-338
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• 2009

암석 물성을 간접적으로 추정하기 위한 방법으로 슈미트 해머 타격법이 보편화되어 있다. 그러나 보고된 대부분의 방법들은 단일 타격법으로 오차를 많이 내포하고 있으며 연속 타격법의 경험식도 자료 처리방법에 불합리한 점들이 많아 범용하기 어려운 실정이다. 본 연구에서는 기존의 ASTM, ISRM, BSI, Poole와 Farmer 및 Hucka의 방법들을 검토하고, 국내에서 출토된 150개의 화성암, 변성암 및 퇴적암을 대상으로 시험을 시행하여 이들 방법들의 불합리한 점들을 수정, 보완하여 최적의 시험방법과 새로운 자료 처리방법을 제시하였다.

• Geomechanics and Engineering
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• 제29권5호
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• pp.567-582
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• 2022

In the present study, a series of physical experiments and numerical simulations were conducted to investigate the effects of mode I and mixed-mode I/II cracks on the fracture modes and stability of roadway tunnel models. The experiments and simulations incorporated different inclination angle flaws under both static and dynamic loads. The quasi-static and dynamic testing were conducted by using an electro-hydraulic servo control device and drop weight impact system (DWIS), and the failure process was simulated by using rock failure process analysis (RFPA) and AUTODYN software. The stress intensity factor was also calculated to evaluate the stability of the flawed roadway tunnel models by using ABAQUS software. According to comparisons between the test and numerical results, it is observed that for flawed roadways with a single radical crack and inclination angle of 45°, the static and dynamic stability are the lowest relative to other angles of fractured rock masses. For mixed-mode I/II cracks in flawed roadway tunnel models under dynamic loading, a wing crack is produced and the pre-existing cracks increase the stress concentration factor in the right part of the specimen, but this factor will not be larger than the maximum principal stress region in the roadway tunnel models. Additionally, damage to the sidewalls will be involved in the flawed roadway tunnel models under static loads.

• 한국공간구조학회논문집
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• 제15권2호
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• pp.69-77
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• 2015

Ultra High Performance Fiber Reinforced Concrete (UHPFRC) has a outstanding tensile hardening behaviour after a crack develops, which gives ductility to structures. Existing shear strength model for fiber reinforced concrete is entirely based on crack opening behavior(mode I) which comes from flexural-shear failure, not considering shear-slip behavior(mode II). To find out the mode I and mode II behavior on a crack in UHPFRC simultaneously, maximum shear strength of cracked UHPFRC is investigated from twenty-four push-off test results. The shear stress on a crack is derived as variable of initial crack width and fiber volume ratio. Test results show that shear slippage is proportional to crack opening, which leads to relationship between shear transfer strength and crack width. Based on the test results a hypothesis is proposed for the physical mechanics of shear transfer in UHPFRC by tensile hardening behavior in stead of aggregate interlocking in reinforced concrete. Shear transfer strength based on tensile hardening behavior in UHPFRC is suggested and this suggestion was verified by comparing direct tensile test results and push-off test results.

• 터널과지하공간
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• 제4권2호
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• pp.144-155
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• 1994

This research is designed to assess current achievement levels for mechanized excavation systems in Korea adn suggest the model predictive of TBM performance using statistical approaches. A test section in the TBM construction sites is selected to measure and analyze TBM performance. The field records including operating data, time allocation into downtime catagories, and machine design are analyzed on a shift basis. There are a total of 240 shifts, with most days operating two shifts per day. Examples of the probability density functions produced from the test section are presented and discussed. Relationships between TBM penetration rate and rock physical properties are investigated and the empirical equations for TBM performance prediction are also assessed with the field data.

• 터널과지하공간
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• 제19권4호
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• pp.318-327
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• 2009

독도를 구성하고 있는 암반의 풍화특성을 파악하기 위하여 인공 풍화가속 실험을 수행하였다. 풍화가속 실험에는 독도 서도에서 채취한 조면안산암 I, 조면안산암 II, 관입조면암, 응회암의 시료에 대하여 뜨거운 증류수를 용매로 사용하는 이중 Soxhlet 추출장치와 상온의 증류수와 해수를 용매로 사용하는 Peristatic 펌프를 이용하였다. 4 개월간의 실내인공풍화 가속실험을 실시한 후 외관상의 변화, 박편 관찰 그리고 강도의 변화 분석등을 통하여 독도 암체의 풍화 특성을 분석하였다.

• Structural Engineering and Mechanics
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• 제63권3호
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• pp.417-428
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• 2017

The micropile has been mainly used under the concept of supplementing structural support or reinforcing soft ground. For the micropiled-raft system which uses a micropile and a raft in combination in particular, it is generally considered as ground reinforcement rather than foundation components considering the bearing capacity of the micropile in many cases. In this study, the bearing capacity mechanism of the micropiled-raft system is investigated through a physical model test and numerical method. The numerical results have shown that not only the slender-pile-effect of the micropile, but also the ground reinforcement effect, increase the bearing capacity considerably. The bearing capacity formula of the micropiled-raft system is derived based on the failure mechanism obtained through model tests. The formula is verified and proposed as a design chart.

• Structural Engineering and Mechanics
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• 제60권6호
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• pp.939-952
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• 2016

A compression to tensile load transforming (CTT) device was developed to determine indirect tensile strength of concrete material. Before CTT test, Particle flow code was used for the determination of the standard dimension of physical samples. Four numerical models with different dimensions were made and were subjected to tensile loading. The geometry of the model with ideal failure pattern was selected for physical sample preparation. A concrete slab with dimensions of $15{\times}19{\times}6cm$ and a hole at its center was prepared and subjected to tensile loading using this special loading device. The ratio of hole diameter to sample width was 0.5. The samples were made from a mixture of water, fine sand and cement with a ratio of 1-0.5-1, respectively. A 30-ton hydraulic jack with a load cell applied compressive loading to CTT with the compressive pressure rate of 0.02 MPa per second. The compressive loading was converted to tensile stress on the sample because of the overall test design. A numerical modeling was also done to analyze the effect of the hole diameter on stress concentrations of the hole side along its horizontal axis to provide a suitable criterion for determining the real tensile strength of concrete. Concurrent with indirect tensile test, the Brazilian test was performed to compare the results from two methods and also to perform numerical calibration. The numerical modeling shows that the models have tensile failure in the sides of the hole along the horizontal axis before any failure under shear loading. Also the stress concentration at the edge of the hole was 1.4 times more than the applied stress registered by the machine. Experimental Results showed that, the indirect tensile strength was clearly lower than the Brazilian test strength.

• Interaction and multiscale mechanics
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• 제4권3호
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• pp.187-206
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• 2011

Accurate estimations of pre-failure deformations and post-failure responses of geostructures require that the simulation tool possesses at least three main ingredients: 1) a constitutive model that is able to describe the macroscopic stress-strain-strength behavior of soils subjected to complex stress/strain paths over a wide range of confining pressures and densities, 2) an embedded length scale that accounts for the intricate physical phenomena that occur at the grain size scale in the soil, and 3) a computational platform that allows the analysis to be carried out beyond the development of an initially "contained" failure zone in the soil. In this paper, a two-scale micropolar plasticity model will be used to incorporate all these ingredients. The model is implemented in a finite element platform that is based on the mechanics of micropolar continua. Appropriate finite elements are developed to couple displacement, micro-rotations, and pore-water pressure in form of $u_n-{\phi}_m$ and $u_n-p_m-{\phi}_m$ (n > m) elements for analysis of dry and saturated soils. Performance of the model is assessed in a biaxial compression test on a slightly heterogeneous specimen of sand. The role of micropolar component of the model on capturing the post-failure response of the soil is demonstrated.

• Structural Engineering and Mechanics
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• 제30권2호
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• pp.177-190
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• 2008

Material failure behavior is generally dependent on loading rate. Especially in brittle and quasi-brittle materials, rate dependent material behavior can be significant. Empirical formulations are often used to predict the rate dependency, but such methods depend on extensive experimental works and are limited by practical constraints of physical testing. Numerical simulation can be an effective means for extracting knowledge about rate dependent behavior and for complementing the results obtained by testing. In this paper, the failure behavior of a brittle material under different loading rates is simulated by molecular dynamics analysis. A notched specimen is modeled by sub-million particles with a normalization scheme. Lennard-Jones potential is used to describe the interparticle force. Numerical simulations are performed with six different loading rates in a direct tensile test, where the loading velocity is normalized to the ratio of the pseudo-sonic speed. As a consequence, dynamic features are achieved from the numerical experiments. Remarkable failure characteristics, such as crack surface interaction/crack arrest, branching, and void nucleation, vary in case of the six loading cases. These characteristics are interpreted by the energy concept approach. This study provides insight into the change in dynamic failure mechanism under different loading rates.

• 한국과학교육학회지
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• 제21권4호
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• pp.697-709
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• 2001

학생들의 개념 변화을 촉진하기 위하여 인지갈등상황을 제시하는 것이 필요하다는 주장이 여러 연구자들에 의하여 제기 되어왔다. 본 연구자들은 문헌 분석을 통하여 인지갈등을 유발할 수 있는 상황은 크게 세가지로 구분할 수 있었다. 이 연구의 목적은 이들 세가지 상황이 학생들의 과학개념 변화에 미치는 영향의 차이를 알아보는 것이었다. 연구 대상으로 참여한 학생은 경기도 소재의 인문 고등학교 2학년 72명이다. 갈등상황으로 체험을 제시할 때 직접 실험할 수 있는 인원의 한계성 때문에 한 반에 26명씩 선정하였다. 먼저 역학의 중요 개념에 대한 여섯 가지 문항을 이용하여 학생들의 사전 개념을 조사한 후, 갈등상황을 현상, 논리, 체험 등 3가지로 나누어 제시하고 수업을 한 다음 사후 검사를 실시하였다. 개념 변화의 지속성을 보기 위해서 1주일 후와 1개월 후에 같은 문항으로 검사를 실시하였다. 이 검사 결과를 바탕으로 각 문항별 응답 유형을 분석하여 학생들의 개념이 과학적으로 변화하였는지 조사하였다. 연구결과, 각 문항에서 과학적 개념으로 변화되는 학생 수는 체험제시 집단이 다른 두 집단에 비하여 많았으며 그 다음은 현상제시 집단이었다. 제시 특성별로 보면, 근운동을 통한 강한 체험이 가능한 문항에서는 체험제시의 효과가 높게 나타났으며 다른 문항들에서도 체험이나 시각적으로 명확하게 관찰이 가능한 정도에 따라 논리제시에 비하여 체험제시와 현상제시가 개념변화에 효과적인 것으로 나타났다. 따라서 학생들의 과학개념 변화를 위해서는 개념특성에 맞는 적절한 갈등상황을 제시해야 한다고 본다. 또한, 효과적인 개념 변화를 위해 갈등상황을 제시할 때, 모든 문항에 대해 현상이나 논리, 체험제시 중 어느 하나가 더 효과적이라고 구별하기보다는 문항의 종류와 갈등상황 제시의 특성, 학습자의 상태 등을 고려하여 제시해야 한다고 본다.