• Tunnel and Underground Space
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• v.13 no.1
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• pp.64-75
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• 2003

This study presents a newly suggested test method of Mode II fracture toughness measurement called "Punch Through Shear Test" which was originally proposed by Backers and Stephansson in 2001. The purpose of this study is to check the validity of the suggested testing method by performing Mode II fracture toughness tests for Daejeon Granite. In addition, the optimal specimen geometry for the testing and the relation between Mode II fracture toughness and confining pressure were also investigated. Fractured surface was observed to be very smooth with lots of rock debris which came off fracture surface which obviously implies that the surface was sheared off. This confirms that Mode II fracturing actually occurred. In addition, numerical analyses including continuum analysis, particle flow code analysis and crack propagation simulations were performed. Results of these numerical analyses indicated that the cracks occurred in the specimen were predominantly in Mode II and these cracks led to failure of the test specimen. From this investigation, it can be concluded that the newly suggested "Punch Through Shear Test" method provides a reliable means of determining the Mode II fracture toughness. fracture toughness.

• Tunnel and Underground Space
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• v.11 no.4
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• pp.352-361
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• 2001

Mode I fracture toughness ( $K_{IC}$) of the frozen rocks and that of the frozen-thawed rocks were obtained by using BDT and CCNBD specimens. The test temperatures ranged from +$25^{\circ}C$ to -16$0^{\circ}C$. Wet and air-dry specimens of granite and sandstone were used in order to investigate the effect of water and porosity on fracture toughness. The SEM images of the frozen-thawed rocks were also analysed to check the density of thermal cracks. The $K_{IC}$ of the frozen rocks increased as the test temperature went down. The rate of increase was higher in wet condition than in dry condition and the rate of increase for wet granite was higher than that for wet sandstone. The $K_{IC}$ of the frozen-thawed rocks varied within 15% from the $K_{IC}$ of the rocks at room temperature. After one freeze-thaw process, thermal crack occurred in granite but no thermal cracks occurred in sandstone. And the crack density was increased as the temperature went down.n.

• Tunnel and Underground Space
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• v.33 no.3
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• pp.189-207
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• 2023

In the present study, the thermoshearing experiment on a rough rock fracture were modeled using a three-dimensional grain-based distinct element model (GBDEM). The experiment was conducted by the Korea Institute of Construction Technology to investigate the progressive shear failure of fracture under the influence of thermal stress in a critical stress state. The numerical model employs an assembly of multiple polyhedral grains and their interfaces to represent the rock sample, and calculates the coupled thermo-mechanical behavior of the grains (blocks) and the interfaces (contacts) using 3DEC, a DEM code. The primary focus was on simulating the temperature evolution, generation of thermal stress, and shear and normal displacements of the fracture. Two fracture models, namely the mated fracture model and the unmated fracture model, were constructed based on the degree of surface matedness, and their respective behaviors were compared and analyzed. By leveraging the advantage of the DEM, the contact area between the fracture surfaces was continuously monitored during the simulation, enabling an examination of its influence on shear behavior. The numerical results demonstrated distinct differences depending on the degree of the surface matedness at the initial stage. In the mated fracture model, where the surfaces were in almost full contact, the characteristic stages of peak stress and residual stress commonly observed in shear behavior of natural rock joints were reasonably replicated, despite exhibiting discrepancies with the experimental results. The analysis of contact area variation over time confirmed that our numerical model effectively simulated the abrupt normal dilation and shear slip, stress softening phenomenon, and transition to the residual state that occur during the peak stress stage. The unmated fracture model, which closely resembled the experimental specimen, showed qualitative agreement with the experimental observations, including heat transfer characteristics, the progressive shear failure process induced by heating, and the increase in thermal stress. However, there were some mismatches between the numerical and experimental results regarding the onset of fracture slip and the magnitudes of fracture stress and displacement. This research was conducted as part of DECOVALEX-2023 Task G, and we expect the numerical model to be enhanced through continued collaboration with other research teams and validated in further studies.

• Journal of the Speleological Society of Korea
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• no.89
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• pp.46-58
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• 2008

동굴 퇴적물의 형성과정은 1단계 기권 (Atmosphere): 빗방울 (H2O) 이 대기중에서 CO2의 혼합으로 산성비 (H2CO2)가 되어 석회암 (CaCO3)에 떨어져서 최초의 용식작용이 시작된다. 2단계 토양권 (Pedosphere): 산성비와 석회암성분이 합쳐 형성된 가용성 화합물 (Ca(HCO3)2)은 식생부식(植生腐植)에 의한 토양 (Humic acidic soils) 에 의해 기반암의 용식이 촉진 되어 지표에는 Karren과 석문 (석문(石門) Natural Bridge), 와지 (Dolines, Sinkholes) 지형을 형성시키고, 암석의 분순물은 지표에 남겨져서 결국 적색풍화토 (Residuum, Risidual Redish Soils) 를 만든다. 3단계 암권 (Lithosphere): 용식작용에 의해 지상에서 지하 로 확대되어진 모암의 균열을 타고, 지하의 공간이 지하수의 유입과 유출에 의해 점차 확대되어 동공형의 Conduites; Voids; Shaft 이라는 특수지형을 형성시키고,동굴의 천정으로부터 나온 Ca(HCO3)2 는 탄산염의 지속적인 분해 공급에 의해 동굴내에는 종류석, 석순, 유착석 (Speleothem)등의 새로운 동굴지형 (Speleoscape)을 조성하게 된다. 4단계 수권 (Hydrosphere): 동굴의 형성작용을 거친 물은 동굴지하수로 잔여 Calcite를 함유한 채로 유출 (Spring) 된다. 동굴을 떠난 잔여 Calcite는 또다시 하천유역에 침전시켜서 석회화 단구형의 집적지형 (Tufa Formation: Tufa Dam, Tufa Flowstone)을 최종적으로 동굴을 나와 외벽 이나 하천의 바닦에 형성하는 과정을 거치면서 카르스트 지형의 발달과정이 1차적인 순환을 마치게 된다.