심층인공신경망을 이용한 암반사면의 전단강도 산정
Calculation of Shear Strength of Rock Slope Using Deep Neural Network
2
조회
0
다운로드
1
인용
0
참고문헌
키워드
초록
전단강도는 암반 비탈면 안정성 평가에서 가장 중요한 지표이다. 일반적으로 기존 문헌자료, 역해석, 실험 등의 결과를 비교하여 산정한다. 암반 비탈면에서의 전단강도는 불연속면의 상태와 관련된 변수를 추가로 고려해야 한다. 이 변수들은 시추조사를통해 여부를 파악하는 것이 어려울뿐더러 전단강도와의 정확한 관계를 찾아내기도 어렵다. 본 연구에서는 역해석을 통해산정된 데이터를 이용했다. 기존 고려되었던 변수들의 관계를 딥러닝에 접목시켜 전단강도 산정에 적합한지 그 가능성을모색하였다. 비교를 위해 기존에 사용되는 간단한 선형회귀(Linear Regression) 모델과 딥러닝 알고리즘인 심층인공신경망(DNN) 모델을 사용하였다. 각 분석 모델은 비슷한 예측결과를 도출해내었지만 미세한 차이로 DNN의 설명력이 개선된 결과를 나타내었다.
Abstract
Shear strength is the most important indicator in the evaluation of rock slope stability. It is generally estimated by comparing the results of existing literature data, back analysis, experiments and etc. There are additional variables related to the state of discontinuity to consider in the shear strength of the rock slope. It is difficult to determine whether these variables exist through drilling, and it is also difficult to find an exact relationship with shear strength. In this study, the data calculated through back analysis were used. The relationship between previously considered variables was applied to deep learning and the possibility for estimating shear strength of rock slope was explored. For comparison, an existing simple linear regression model and a deep learning algorithm, a deep neural network(DNN) model, were used. Although each analysis model derived similar prediction results, the explanatory power of DNN was improved with a small differences.
참고문헌 (22)
- 안성만, "딥러닝의 모형과 응용사례", 지능정보연구, 22(2), pp.127~142 (2016), 한국지능정보시스템학회
- 백룡, "공간 통계 데이터의 시각화 기술 및 시스템 개발", 정보처리학회 논문지, 2(12), pp.849~854 (2013), 한국정보처리학회[DOI]
- Barton, N. R., "Review of a New Shear Strength Criterion for Rock Joints", Eng. Geol., 7, pp.287~332 (1973)
- Barton, N. R., "A Review of the Shear Strength of Filled Discontinuities in Rock", Norwegian Geotech. Inst. Publ, (105) (1974)
- Choi, E. K., "Fig. 9. Shear strength versus normal stress curves applied Mohr-Coulomb failure criterion for design", Hoek & Bray, and averaged value, ~ (2012)
- Hoek, E., "Estimating Mohr-Coulomb Friction and Cohesion Values from the Hoek-Brown Failure Criterion", International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 27(3), pp.227~229 (1990)
- Hoek, E., "Rock Slope Engineering", pp.368~ (1974), CRC Press
- Hoek, E., "Practical Estimates of Rock Mass Strength", International Journal of Rock Mechanics and Mining Sciences, 34(8), pp.1165~1186 (1997)
- 김창호, "역해석을 통한 퇴적암 절취비탈면 불연속면(층리)의 전단강도 추정", 한국지반신소재학회 논문집, 17(1), pp.139~152 (2018), 한국지반신소재학회[DOI]
- Kim, K. S., "Failure Characteristics of Cut Slopes of Shale in Kyoungsang Basin", Proceedings of the seminar and field workshop for mudstone and shale, pp.103~114 (2002), Korean Geotechnical Socity for Rock Mechanics Commission
- 김성욱, "국내 쇄설성 퇴적암의 화학적 풍화지수 고찰", 지질공학, 27(1), pp.67~79 (2017), 대한지질공학회
- 김양균, "암반공학분야에 적용된 인공지능 알고리즘 분석", 터널과 지하공간, 31(1), pp.25~40 (2021), 한국암반공학회
- Yongmin Kim, "Estimation of effective cohesion using artificial neural networks based on index soil properties: A Singapore case", Engineering Geology, 289, pp.106163~ (2021), Elsevier BV[DOI]
- Design Reports the Busan-Ulsan Expressway, "Korea Expressway Corporation", ~ (2001)
- Reports of Slope Stability Analysis on the Busan-Ulsan Expressway Construction Site, "Korea Expressway Corporation", ~ (2008)
- Lee, C. W., "Development of an Artificial Neural Network - Expert System for Preliminary Design of Tunnel in Rock Masses", Geotechnical Engineering, 10(3), pp.79~96 (1994)
- 이학주, "양산단층대 암반비탈면에 분포하는 불연속면의 전단강도 특성분석", 한국지반신소재학회 논문집, 18(3), pp.11~22 (2019), 한국지반신소재학회[DOI]
- Prist, S. D., "Discontinuity Analysis Rock Engineering", pp.39~49 (1992), Chapman & Hall
- Sklavounos, P., "Intelligent classification of rock masses", Transactions on Information and Communications Technologies, 8 (1995)
- Yang, H. S., "Rock Mass Rating for Korean Tunnels Using Artificial Neural Network", J. of Korean Society for Rock Mechanics, Tunnel & Underground, 9(3), pp.214~220 (1999)
- You, B. O., "Assumption of Shear Strength on Failed Discontinuities Due to Back Analysis", Proc. of fall conference of the Korean Geotechnical Society, pp.213~227 (2002)
- Prediction of Undrained Shear Strength of Crushed Tire Mixture with Fine-Grained Soil by using Machine Learning Approaches, "Zarei, C.", ~ (2021)
