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Статті в журналах з теми "Generalized Hoek-Brown criterion"
Chen, H., H. Zhu, and L. Zhang. "Further modification of a generalized three-dimensional Hoek-Brown criterion – the GZZ criterion." Géotechnique Letters 12, no. 4 (December 1, 2022): 1–21. http://dx.doi.org/10.1680/jgele.21.00117.
Повний текст джерелаZou, Jin-feng, Song-qing Zuo, and Yuan Xu. "Solution of Strain-Softening Surrounding Rock in Deep Tunnel Incorporating 3D Hoek-Brown Failure Criterion and Flow Rule." Mathematical Problems in Engineering 2016 (2016): 1–12. http://dx.doi.org/10.1155/2016/7947036.
Повний текст джерелаHan, Feng Shan. "Estimation of Strength of Massive Jointed Rock Mass Based on Generalized Hoek-Brown Criterion." Applied Mechanics and Materials 204-208 (October 2012): 259–62. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.259.
Повний текст джерелаZhang, L. "A generalized three-dimensional Hoek–Brown strength criterion." Rock Mechanics and Rock Engineering 41, no. 6 (April 3, 2008): 893–915. http://dx.doi.org/10.1007/s00603-008-0169-8.
Повний текст джерелаMeng, Qingfeng, Xuyue Hu, Guanghui Chen, Peng Li, and Zhi Wang. "Estimation of the Critical Seismic Acceleration for Three-Dimensional Rock Slopes." Applied Sciences 11, no. 24 (December 7, 2021): 11625. http://dx.doi.org/10.3390/app112411625.
Повний текст джерелаLee, Youn-Kyou, and S. Pietruszczak. "Limit Equilibrium Analysis Incorporating the Generalized Hoek–Brown Criterion." Rock Mechanics and Rock Engineering 54, no. 9 (June 5, 2021): 4407–18. http://dx.doi.org/10.1007/s00603-021-02518-8.
Повний текст джерелаYin, Nan. "Analysis on Surrounding Rock Mass Plastic Zone of Deep Underground Chamber Based on Hoek-Brown Criterion." Advanced Materials Research 838-841 (November 2013): 741–46. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.741.
Повний текст джерелаLakirouhani, Ali, Mohammad Bahrehdar, Jurgis Medzvieckas, and Romualdas Kliukas. "COMPARISON OF PREDICTED FAILURE AREA AROUND THE BOREHOLES IN THE STRIKE-SLIP FAULTING STRESS REGIME WITH HOEK-BROWN AND FAIRHURST GENERALIZED CRITERIA." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 27, no. 5 (June 10, 2021): 346–54. http://dx.doi.org/10.3846/jcem.2021.15020.
Повний текст джерелаZhang, Qi, Hehua Zhu, and Lianyang Zhang. "Modification of a generalized three-dimensional Hoek–Brown strength criterion." International Journal of Rock Mechanics and Mining Sciences 59 (April 2013): 80–96. http://dx.doi.org/10.1016/j.ijrmms.2012.12.009.
Повний текст джерелаLee, Youn-Kyou. "Relationship between Tangential Cohesion and Friction Angle Implied in the Generalized Hoek-Brown Failure Criterion." Journal of Korean Society For Rock Mechanics 24, no. 5 (October 31, 2014): 366–72. http://dx.doi.org/10.7474/tus.2014.24.5.366.
Повний текст джерелаДисертації з теми "Generalized Hoek-Brown criterion"
Shen, Jiayi. "Analytical and numerical analyses for rock slope stability using the generalized Hoek-Brown criterion." Thesis, 2013. http://hdl.handle.net/2440/83113.
Повний текст джерелаThesis (Ph.D.) -- University of Adelaide, School of Civil, Environmental and Mining Engineering, 2013
Chou, Yen-Chin, and 周晏勤. "Slope Stability Analysis Using Generalized Hoek-Brown Failure Criterion and Deformation Analysis." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/25224934494092718857.
Повний текст джерела國立成功大學
資源工程學系碩博士班
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The purpose of this study is to provide a new approach so that the deformation characters and non-linear strength properties of the geologic materials can be taken into account in a slope stability analysis method, which provides the answer of the minimum safety factor and the corresponding sliding plane. In other words, this method must uses a basic deformation method plus some additional function to calculate the safety factor and sliding planes just like the ordinary limit equilibrium method. This research uses the generalized Hoek-Brown failure criterion to define the non-linear strength property, and this failure criterion is incorporated in to the deformation analysis code, FLAC3D, by Fish. Two approaches are adapted to calculate the safety factor and sliding planes, the first one is so called “strength reduction method” and the second one is so called “dynamic programming method”. The basic idea of strength reduction method is to find the reduction ratio of the strength which produces the failure of the slope, then the safety factors can be calculated from the reduction ration, and the plastic zone at failure condition contains the sliding plane. The dynamic programming method, which is originated from operation research study, is to connect the grid points on the slopes with minimum passage (safety factor) to form the sliding plane, and the factor safety is calculated based on the stress and strength distribution of the slope, which is provided by the deformation method. The code of dynamic method is written by this research. After the completion of the computer codes, two published cases studies which are slopes with homogeneous materials are used to test the goodness of the computer codes, the result shows a very close answer, and the computer codes are accepted for further case studies. By comparison of the characteristics of dynamic programming and strength reduction methods, only the former method is adapted for further cases studies for its flexibility, convenience, and precise. Five more cases are studied. The first one is a homogeneous slope with heavy surcharge on its top, it shows the benefit of using non-linear strength criterion. The second case is a slope with two horizontal layers, the third case is a dip slope with a weathered layer, the fourth case is a dip slope with a soft inter-layer, and the fifth one is the third and fourth cases with a caped horizontal layer. These cases studies show that the adapted method can calculate the minimum safety factors of the complex geology slopes, and find the corresponding sliding planes. The merits of this approach combining dynamic programming method, non-linear strength criterion and deformation analysis are that (1) no more assumptions of slip surface are needed including the shape and locations (2) the safety factor and sliding planes of the slopes with complex geology, which are difficult to be analyzed by ordinary limit equilibrium method, can be easily done by this method. (3) the non-linear strength property of geologic materials are taken into account in this method.
Частини книг з теми "Generalized Hoek-Brown criterion"
Zuo, Jianping, and Jiayi Shen. "Chart-Based Slope Stability Assessment Using the Generalized Hoek–Brown Criterion." In The Hoek-Brown Failure criterion—From theory to application, 177–99. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1769-3_11.
Повний текст джерелаVán, P., and B. Vásárhelyi. "Sensitivity analysis of the generalized Hoek-Brown failure criterion." In Rock Mechanics for Resources, Energy and Environment, 835–40. CRC Press, 2013. http://dx.doi.org/10.1201/b15683-143.
Повний текст джерелаТези доповідей конференцій з теми "Generalized Hoek-Brown criterion"
Ma, T., B. Cami, S. Javankhoshdel, T. Yacoub, B. Corkum, and J. Curran. "Effect of Disturbance Factor Distribution Function on Stability of an Open Pit Mine." In 56th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2022. http://dx.doi.org/10.56952/arma-2022-2221.
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