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Numerical Comparisons for Assessing the Thermo-hydro-mechanical Simulation Performance of TOUGH-3DEC
Saeha Kwon,Kwang-Il Kim,Changsoo Lee,Jin-Seop Kim 한국방사성폐기물학회 2022 한국방사성폐기물학회 학술논문요약집 Vol.20 No.1
Discontinuum-based numerical methods can contain the multiple discontinuities in a model and reflect the thermal, hydraulic and mechanical characteristics of discontinuities. Therefore, discontinuum methods can be appropriate to simulate the model which require the detailed analysis of the coupled thermo-hydro-mechanical processes in fractured rock such as geothermal energy, CO2 geo-sequestration, and geological repository of the high-level radioactive waste. TOUGH-3DEC, the three-dimensional discontinuum simulators for the coupled thermo-hydro-mechanical analysis, was developed by linking the integral finite difference method TOUGH2 and the explicit distinct element method 3DEC to describe the coupled thermo-hydro-mechanical processes in both porous media and discontinuity. TOUGH2 handles thermo-hydraulic analysis by the internal simulation module, and 3DEC performs mechanical study based on the constitutive models of porous media and discontinuity with coupling the thermal and hydraulic response from TOUGH2. The thermal and hydraulic couplings are the key processes and should be carefully verified by sufficient cases, so this study performed the thermomechanical and hydro-mechanical simulations which are modelling the analytic solutions including the uniaxial consolidation, fracture static opening, and the heating of a hollow cylinder problems. Each thermo-mechanical and hydro-mechanical verification case is also validated by comparing with the results of the other continuum and discontinuum-based numerical methods. TOUGH-3DEC results follow the analytic solutions and show better accuracy than the continuum-based numerical methods in the static fracture opening problem. The developed TOUGH-3DEC simulator can be expanded to coupled thermo-hydro-mechanical-chemical analysis in fractured rock mass, and the simulator needs to be verified by more complicated coupled processes problems which require in the chemical coupling.
( Jaedeok Kim ),( Nayoung Lee ),( Sang Bum Suh ),( Sooyeon Jang ),( Saeha Kim ),( Dong-gyu Kim ),( Jong Kook Park ),( Keun-wook Lee ),( Soo Young Choi ),( Chan Hee Lee ) 생화학분자생물학회 2022 BMB Reports Vol.55 No.6
Antipsychotics have been widely accepted as a treatment of choice for psychiatric illnesses such as schizophrenia. While atypical antipsychotics such as aripiprazole are not associated with obesity and diabetes, olanzapine is still widely used based on the anticipation that it is more effective in treating severe schizophrenia than aripiprazole, despite its metabolic side effects. To address metabolic problems, metformin is widely prescribed. Hypothalamic proopiomelanocortin (POMC) neurons have been identified as the main regulator of metabolism and energy expenditure. Although the relation between POMC neurons and metabolic disorders is well established, little is known about the effects of olanzapine and metformin on hypothalamic POMC neurons. In the present study, we investigated the effect of olanzapine and metformin on the hypothalamic POMC neurons in female mice. Olanzapine administration for 5 days significantly decreased Pomc mRNA expression, POMC neuron numbers, POMC projections, and induced leptin resistance before the onset of obesity. It was also observed that coadministration of metformin with olanzapine not only increased POMC neuron numbers and projections but also improved the leptin response of POMC neurons in the olanzapine-treated female mice. These findings suggest that olanzapine-induced hypothalamic POMC neuron abnormality and leptin resistance, which can be ameliorated by metformin administration, are the possible causes of subsequent hyperphagia. [BMB Reports 2022; 55(6): 293-298]
Shear Characteristics of a Saw-cut Rock Discontinuity Depending on the Filling Material
Taehyun Kim,Seungbeom Choi,Seong Jun Ha,Saeha Kwon,Jin-Seop Kim 한국방사성폐기물학회 2023 한국방사성폐기물학회 학술논문요약집 Vol.21 No.2
Rock discontinuities in underground rock behave as weak planes and affect the safety of underground structures, such as high-level radioactive waste disposal and underground research facilities. In particular, rock discontinuities can be a main flow path of groundwater and induce large deformation caused by stress disturbance or earthquakes. Therefore, it is essential to investigate the characteristics of rock discontinuities considering in-situ conditions when constructing highlevel radioactive waste disposal, which needs to assure the long-term safety of the structure. We prepared Hwang-Deung granite rock block specimens, including a saw-cut rock surface, to perform multi-stage direct shear tests as a preliminary study. In the multi-stage direct shear tests, we can exclude possible errors induced by different specimens for obtaining a full failure envelope by using an identical specimen. We applied the initial normal stress of 3 MPa on the specimen and increased the normal stress to 5 and 10 MPa step by step after peak shear stress observation. We obtained the mechanical properties of saw-cut rock surfaces from the experiments, including friction coefficient and cohesion. Additionally, we investigated the effect of filling material between rock discontinuities, assuming the erosion and piping phenomenon in the buffer material of the engineering barrier system. When the filling material existed in the rock surfaces, the shear characteristics deteriorated, and the effect of bentonite was dominant on the shear behavior.
고준위방사성폐기물 심층처분장 모델링을 위한 불연속체 기반 수리-역학 복합거동 해석기법 현황 분석
권새하(Saeha Kwon),김광일(Kwang-Il Kim),이창수(Changsoo Lee),김진섭(Jin-Seop Kim),민기복(Ki-Bok Min) 한국암반공학회 2021 터널과지하공간 Vol.31 No.5
고준위방사성폐기물 심층처분장 내 천연방벽은 방사성핵종의 누출을 방지 및 지연할 수 있는 수리학적 특성을 갖춰야 한다. 결정질 암반의 경우 불연속면에 의해 수리학적 성능이 결정되기 때문에, 불연속면의 수리-역학적 복합거동에 대한 자세한 모사가 필요하다. 불연속체 기반 해석기법은 불연속면의 생성, 전파, 변형, 미끄러짐과 같은 복잡한 거동을 구현할 수 있어 결정질 암반 모사에 적합하다. 본 연구에서는 불연속면에서의 수리-역학 복합거동에 초점을 맞추어, UDEC, 3DEC, PFC, DDA, FRACOD, TOUGH-UDEC과 같은 상용화된 불연속체 기반 수리-역학 복합거동 해석기법을 조사하였다. 블록 기반 불연속체 해석기법의 경우 주로 불연속면 상에서 진행되는 유체 유동을 바탕으로 수리-역학 복합거동을 해석하였고, 그중 일부는 다른 수리학적 해석기법과의 결합을 통하여 모델 전체에 대한 수리-역학적 복 합거동을 제공하였다. 입자 기반 불연속체 해석기법의 경우에는 입자 사이로 흐르는 유체를 반영하여 불 연속체 모델 전체에 해당하는 수리-역학적 복합거동 모사가 가능하다. 현재까지 상용화된 불연속체 기 반 복합거동 해석기법은 2차원 해석만 제공하거나, 수리학적 해석 성능이 떨어지고, 불연속면에서의 유 체 유동만 고려되거나, 자세한 수리학적 해석을 지원하지 않는 등의 한계점이 있어 고준위방사성폐기물 심층처분시스템의 정확한 수리-역학 모델링에는 적합하지 않을 수 있다. 본 기술보고에서 검토한 다양 한 해석기법들의 장단점을 참고하여 향후 처분시스템을 정확하고 자세하게 모사할 수 있는 불연속체 기 반 수리-역학 복합거동 해석기법의 개발이 필요하다. Natural barrier systems surrounding the geological repository for the high-level radioactive waste should guarantee the hydraulic performance for preventing or delaying the leakage of radionuclide. In the case of the behavior of a crystalline rock, the hydraulic performance tends to be decided by the existence of discontinuities, so the coupled hydro-mechanical(HM) processes on the discontinuities should be characterized. The discontinuum modelling can describe the complicated behavior of discontinuities including creation, propagation, deformation and slip, so it is appropriate to model the behavior of a crystalline rock. This paper investigated the coupled HM processes in discontinuum modelling such as UDEC, 3DEC, PFC, DDA, FRACOD and TOUGH-UDEC. Block-based discontinuum methods tend to describe the HM processes based on the fluid flow through the discontinuities, and some methods are combined with another numerical tool specialized in hydraulic analysis. Particle- based discontinuum modelling describes the overall HM processes based on the fluid flow among the particles. The discontinuum methods that are currently available have limitations: exclusive simulations for two-dimension, low hydraulic simulation efficiency, fracture-dominated fluid flow and simplified hydraulic analysis, so it could be improper to the modelling the geological repository. Based on the concepts of various discontinuum modelling compiled in this paper, the advanced numerical tools for describing the accurate coupled HM processes of the deep geological repository should be developed.
정새해(Saehae Chung),김지연(Jiyun Kim),김형신(Hyungsin Kim) 한국HCI학회 2019 한국HCI학회 학술대회 Vol.2019 No.2
기술이 빠르게 변화하고 있는 오늘날 복잡한 사회 문제해결을 위한 방안으로 학제간 융합 연구의 관심과 필요성이 커지고 있다. 하지만 융합연구단의 시너지를 통한 혁신적 연구 결과에 대한 기대를 보여주기 보다는, 연구자들은 연구를 수행하는 과정에서 여러가지 현실적 어려움을 겪고 있다. 여러 어려움 중 가장 큰 문제점은 다른 학문 분야 간의 “의사소통”의 차이에 기인한다고 볼 수 있다. 본 논문은 가상현실 시뮬레이션 개발을 하는 과정에서 경험하는 “의사소통”의 어려움과 문제점을 개발자 인터뷰를 통해 분석해 보았다. 또한, 이러한 구체적 사례를 통해서, 의사소통을 개선하기 위한 방안에 대한 고찰을 해 보았다.
Numerical Analysis of the Barcelona Basic Model by the Discontinuum -Based Metho
Saeha Kwon,Changsoo Lee,Jin-Seop Kim 한국방사성폐기물학회 2023 한국방사성폐기물학회 학술논문요약집 Vol.21 No.2
The Barcelona Basic Model (BBM) is an elasto-plastic model used to describe the coupled thermo-hydro-mechanical behaviors of unsaturated soil. BBM is frequently adopted to model the unique swelling behavior of bentonite, which is generally considered as the buffer material between the host rock and the canister containing high-level radioactive waste in deep geological repositories, under the changing thermal, hydraulic, mechanical and chemical conditions during the lifetime of repository. Therefore, a variety of the continuum-based numerical methods tried to add the BBM for modelling the multi barrier systems of geological repository and succeeded to describe the elasto-plastic deformation of bentonite. However, to demonstrate the entire barrier systems the host rock should be modelled simultaneously with the buffer materials, and the continuum-based methods may be limited in their ability to reflect the fracture networks in the host rock which could be the major flow channels of groundwater. This research applies BBM in 3DEC, a three-dimensional block-based discrete element method, and validates the model by comparing the change of specific volume and mean effective stress during three numerical test cases. Discontinuum-based numerical methods with BBM can be extended to describe the coupled thermo-hydro-mechanical processes of multi-barrier systems in geological repositories, with a focus on the interaction between the host rock and bentonite.