매개변수 민감도 분석을 통한 토양의 이산요소모델 개발
Development of Discrete Element Model of Soil through Parameter Sensitivity Analysis
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초록
신뢰성 있는 토양의 이산요소모델을 개발하기 위해서는 토양의 특성을 고려하여 매개변수를 교정해야 한다. 본 연구에서는 이산요소모델을구성하는 각 매개변수가 토양 입자의 거동에 미치는 영향을 분석하였고, 분석된 결과를 이용하여 토양의 이산요소모델을 개발하였다. 민감도 분석의대상이 되는 매개변수는 전단 계수, 마찰 계수, 표면 에너지 등으로 선정하였으며, 교정의 기준이 되는 토양의 특성은 가비중, 안식각, 점착력및 내부마찰각으로 선정하였다. 또한, 토성이 서로 다른 해안가, 논 및 밭을 구성하는 토양을 대상으로 연구를 수행하여 다양한 토성에 대한 적용성을확인하였다. 결과적으로 본 연구에서 수행한 민감도 분석 결과를 이용하여 각 토양의 거동을 모사할 수 있는 이산요소모델을 교정하였으며, 시험결과와의 비교를 통해 교정된 이산요소모델을 검증하였다.
Abstract
To develop a reliable soil discrete element model, parameters must be calibrated considering soil properties. In this study, the effectof each parameter constituting the discrete element model on the behavior of soil particles was analyzed, and developed a discrete elementmodel of soil using analyzed results. The parameters for sensitivity analysis were selected as shear modulus, friction coefficient, andsurface energy, and the soil properties that as the basis for calibration were bulk density, angle of repose, cohesion, and angle of internalfriction. In addition, research was conducted on soils that make up coastal, paddy fields, and upland with different soil textures, confirmingapplicability to various soil textures. As a result, a discrete element model capable of simulating the behavior of each soil was calibratedusing the sensitivity analysis results performed in this study, and the calibrated discrete element model was validated through comparisonwith the test results.
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