• 한국터널공학회:학술대회논문집
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• 한국터널공학회 2005년도 학술발표회 논문집
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• pp.87-104
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• 2005

Rock masses represent natural systems that are inherently complex and in which multiple mechanisms occur. Rock engineering systems such as tunnel and slope interact with surrounding systems through an exchange of both mass and energy. Accordingly the complex nature of rock masses calls for a system approach, and the open nature of rock engineering even requires the engineering to be controlled by a system approach for surrounding environments. However, traditional methods cannot take all variables and their interactions into account and are limited to the system with single mechanisms. Therefore, they are not proper for a complex and open system, and also cannot portray the whole system. Thus, a system approach is indispensable to rock engineering for dealing with the whole of a complex and open system. In this paper Mechanism Path Analysis Methodology (MPAM) Is Introduced for a system approach to rock engineering. The analysis by the methodology gives us all the information of systems behavior in the context of the whole system in order to accomplish the optimum design in accordance with the project objectives and analysis purposes. As an application a conventional model for the evaluation of TBM tunneling performance system is analyzed by MPAM and the result is compared with that by a traditional method.

• 터널과지하공간
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• 제23권4호
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• pp.280-287
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• 2013

터널의 안정성 평가방법 중 유한요소법이나 유한차분법과 같은 수치해석을 수행하면 정밀한 지반거동을 예측할 수 있으나 터널노선 전구간에 대한 수치해석은 경제적으로 비효율적이다. 따라서 본 연구에서는 이론해를 사용하고 이를 적용할 수 있도록 터널을 등가면적의 원형으로 가정하여 터널 전구간에 대한 안정성을 분석하는 방법을 제시하였다. 이를 실제 터널에 적용하여 터널 전구간에 대해 예상되는 변형거동과 정량적인 변형률 및 소성반경을 계산하였고 이로부터 변형을 적정한 수준 이내로 제한하기 위한 지보압을 제시하였다. 적용 결과 제안된 방법은 전체 터널 구간에 대한 신속한 안정성 평가와 주요 불안정 구간에 대한 정밀 해석이나 계측설계와 같은 후속조치를 위한 정량적 자료를 제공할 수 있음을 확인하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.521-532
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• 2008

Supporting system design and construction management for the soft and hard rock layers with fractured zones are very important theme for the safety of temporary retaining wall, surrounding ground and structures in the urban deep excavation for the construction of subway, railway, building etc. The prevailing design method of supporting system for the soft and hard rock layers in the deep excavation is mostly carrying out by simplification without proper consideration for the characteristic of rock discontinuities. Therefore the behaviors of rock discontinuities and fractured zones dominate the whole safety of excavation work in the real construction stage, serious disaster due to the failure of temporary retaining wall can be induced in the case of developing large deformations in the ground and large axial forces in the supporting system. This paper introduces examples of deep excavation where the soft and hard rock layers with fractured zones were designed to be supported by shotcrete and rock bolt, deformations of corresponding ground and supporting systems in the construction period and increments of axial force in the upper earth anchors and strut due to the these deformations were investigated through detailed analysis of measurement data, the results were so used for the management of consecutive construction that led to the safe and economical completion of excavation work. The effort of this article aims to improve and develop the technique of design and construction in the coming projects having similar ground condition and supporting method.

• 터널과지하공간
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• 제12권1호
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• pp.1-9
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• 2002

최근 암반공학 분야에서 영상분석기법 및 상용 영상분석장비의 활용이 활발히 이루어지는 추세이다. 그러나 영상의 획득 및 분석 단계에서 발생 가능한 오차들의 문제에 대해서 많은 부분 무시되어 왔으며 관련 연구 또한 미비하였다. 객관적인 암석영상의 분석 및 신뢰도 향상을 위해서는 암석영상에 적합한 컬러보정기법의 마련이 필요하다. 이에 본 연구에서는 암석영상에 대하여 표준컬러차트를 이용한 컬러보정기법을 도입하였으며, 화강암 시료를 대상으로 획득된 영상에 대하여 컬러보정과 오차분석을 수행하였다. 그 결과 암석영상들간의 상호 비교분석이 가능하였으며 또한 영상 획득 및 분석 단계의 신뢰도 향상을 꾀할 수 있었다.

• Safety and Health at Work
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• 제6권4호
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• pp.268-278
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• 2015

Background: This study aimed to assess the whole-body vibration (WBV) exposure among large blast hole drill machine operators with regard to the International Organization for Standardization (ISO) recommended threshold values and its association with machine- and rock-related factors and workers' individual characteristics. Methods: The study population included 28 drill machine operators who had worked in four opencast iron ore mines in eastern India. The study protocol comprised the following: measurements of WBV exposure [frequency weighted root mean square (RMS) acceleration ($m/s^2$)], machine-related data (manufacturer of machine, age of machine, seat height, thickness, and rest height) collected from mine management offices, measurements of rock hardness, uniaxial compressive strength and density, and workers' characteristics via face-to-face interviews. Results: More than 90% of the operators were exposed to a higher level WBV than the ISO upper limit and only 3.6% between the lower and upper limits, mainly in the vertical axis. Bivariate correlations revealed that potential predictors of total WBV exposure were: machine manufacturer (r = 0.453, p = 0.015), age of drill (r = 0.533, p = 0.003), and hardness of rock (r = 0.561, p = 0.002). The stepwise multiple regression model revealed that the potential predictors are age of operator (regression coefficient ${\beta}=-0.052$, standard error SE = 0.023), manufacturer (${\beta}=1.093$, SE = 0.227), rock hardness (${\beta}=0.045$, SE = 0.018), uniaxial compressive strength (${\beta}=0.027$, SE = 0.009), and density (${\beta}=-1.135$, SE = 0.235). Conclusion: Prevention should include using appropriate machines to handle rock hardness, rock uniaxial compressive strength and density, and seat improvement using ergonomic approaches such as including a suspension system.

• 광물과 암석
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• 제35권4호
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• pp.431-445
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• 2022

점토질 암석의 광물함량을 효과적이고 실용적으로 분석하는 방법을 X-선 분말회절분석 실험을 통하여 연구하였다. 점토질 암석의 X-선 분말회절 정량분석을 위해서는 측면마운팅(side mounting) 방법에 의한 무작위 배향(random orientation)의 전암(whole-rock) 분말시료의 준비가 필요하다. 또한, 암석을 구성하고 있는 점토광물의 감정을 위하여 2 ㎛ 이하 점토입도의 배향성 마운트(oriented mount)시편의 준비와 에틸렌글리콜 처리, 열처리 등의 실험과정이 요구된다. 정량분석을 위하여 RIR(reference intensity ratio)방법과 리트벨트(Rietveld) 회절도 계산 방법을 사용하였다. RIR값을 사용하여 전암 X-선 회절도로부터 총 점토 함량과 비점토광물(non-clay minerals)들의 함량을 얻을 수가 있었다. 또한, 점토입도의 배향성 X-선 회절도로부터는 각각 점토광물의 상대함량을 계산하여 이를 총 점토광물에 할당할 수가 있었다. 전암 X-선 회절의 리트벨트 방법에서는 10°(2θ) 미만의 X-선 회절 영역은 제외한 후에 리트벨트 회절도를 계산하였을 때 효과적인 정량분석 값을 얻을 수 있었다. 분석결과는 RIR방법과 리트벨트 방법이 서로 근사한 정량분석 값을 보여주었다. 따라서, 연구결과는 실험실에서의 일상적인 점토질암의 광물정량분석을 성공적으로 수행하는 것이 가능함을 지시한다. 그러나, 점토광물은 화학적 및 구조적 특정이 다른 수많은 변종이 존재하기 때문에 점토질암의 정량분석은 아직도 도전해야 하는 과제이다.

• Geomechanics and Engineering
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• 제36권1호
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• pp.51-69
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• 2024

Currently, composite lining mountain tunnels in China are generally classified based on the [BQ] method for the surrounding rock grade. Increasingly, tunnel field construction is replicated indoors for scale down model tests. However, the development of analogous materials for model tests of composite lining tunnels with different surrounding rock grades is still unclear. In this study, typical Class III and V surrounding rock analogous materials and corresponding composite lining support materials were developed. The whole processes of excavation-support dynamics of the mountain tunnels were simulated. Data on the variation of deformations, contact pressures and strains on the surrounding rock were obtained. Finally, a comparative analysis between model tests and numerical simulations was performed to verify the rationality of analogous material development. The following useful conclusions were obtained by analyzing the data from the tests. The main analogous materials of Class III surrounding rock are barite powder, high-strength gypsum and quartz sand with fly ash, quartz sand, anhydrous ethanol and rosin for Class V surrounding rock. Analogous materials for rockbolts, steel arches are replaced by aluminum bar and iron bar respectively with both shotcrete and secondary lining corresponding to gypsum and water. In addition, load release rate of Class V surrounding rock should be less than Class III surrounding rock. The fenestration level had large influence on the load sharing ratio of the secondary lining, with a difference of more than 30%, while the influence of the support time was smaller. The Sharing ratios of secondary lining in Class III surrounding rock do not exceed 12%, while those of Class V surrounding rock exceed 40%. The overall difference between the results of model tests and numerical simulations is small, which verifies the feasibility of similar material development in this study.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2009년도 추계학술대회 논문집
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• pp.555-555
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• 2009

A web GIS based database system of thermophysical property of rocks in Korea is under construction. Rock samples were randomly collected over the whole country and sample spacings were generally 1 to 10 km. Thermal diffusivity, spedific heat, thermal conductivity, specific heat, density and porosity were measured on a collection of 1,560 rock samples in the laboratory. The sampled rocks were classified into igneous, metamorphic and sedimentary rock types and the variables were statistically studied. The thermal conductivity were compared with thermal diffusivity, porosity and dry density to define any correlations and the distribution of thermal conductivity is characterized by the geostatistical analysis. The optimal mapping of thermal conductivity is very useful as a practical design component for any geothermal systems.

• 지질공학
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• 제13권3호
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• pp.359-368
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• 2003

현재 건설중에 있는 부산 신항만의 매립을 위해 채석장이 가동중에 있으나, 실제 공사 중 채석된 암석이 당초 설계와는 다른 암질을 포함하고 있다. 따라서, 당초 설계와는 달리 많은 폐석이 발생되어 정상적인 공사추진에 애로사항이 있으므로, 현장조사 및 실내작업을 통하여 지정된 채석장에 대한 전체적인 암질을 구분하는 것이 본 연구의 목적이다. 이를 위해 측량, Schimidt Rock Hammer 시험, 절리간격조사를 시행하였고 실내에서 DIPS 및 Rockworks 프로그램을 이용하여 절리의 방향성 및 발파 후 암괴의 크기를 분석하였다. 그 결과 본 지역에는 절리밀도가 높아 토석 채취시 ${\Phi}100mm$ 이하의 필터사석이 많이 발생하는 것으로 분석되었다.

• 한국환경복원기술학회지
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• 제13권1호
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• pp.93-102
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• 2010

Greening sometimes fails because its method is not suitable for various site conditions, therefore the trend of selecting a revegetation method in Korea today is through test construction. However, due to enlargement, complication and diversification of domestic construction businesses, the importance of VE is gradually increasing as effective efforts over a whole life-cycle to obtain goals such as quality improvement and cost reduction, and not only quality and economic efficiency but also substantiality need to be considered in comparing revegetation methods. For this study, Sungnam~Janghowon (area1), where comparatively various slope revegetation methods are used, was selected the investigation site. The site was divided into three areas:blasting rock, ripping rock and earth sand. The revegetation methods used were six in the blasting rock area, five in the ripping rock area, and two in the earth sand region. 2007 monitoring data was analyzed, and Value (V) was calculated with LCC related ratio, and compared and contrasted with the evaluation of prior revegetation methods. Therefore it is believed that this analysis enables selection of the most appropriate method, unbiased towards one particular characteristic such as quality, vegetation growth and economy. When aiming for a durable effect, it shall be more efficient to select the most appropriate method focusing on LCC analysis, which deals with the economic aspect, as well as the design function aspect.