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Evaluation of Rock Slope Stability Considering Size Effect and Time Dependency and its Application to Landslides around the Three Gorges Reservoir

机译：考虑尺寸效应和时间依赖性的岩石边坡稳定性评价及其应用于三峡库区岸上的应用

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Seisuke OKUBO; Xiujun GAO; Katsunori FUKUI; Hiroaki KANEDA;
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1. Mass rock creep and landsliding on the Huangtupo slope in the reservoir area of the Three Gorges Project, Yangtze River, China [J] . Deng Q.L., Zhu Z.Y. Engineering Geology . 2000,第1期

机译：长江三峡库区黄土坡斜坡上的大量岩石蠕变和滑坡
2. Analysis and Modeling of Slope Stability in the Three-Gorges Dam Reservoir (China) - The Case of Huangtupo Landslide [J] . R. COJEAN, Y. J. CA(I) 山地科学学报（英文版） . 2011,第002期

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3. Analysis and Modeling of Slope Stability in the Three-Gorges Dam Reservoir （China）——The Case of Huangtupo Landslide [J] . R. COJEAN, Y. J. CA 山地科学学报：英文版 . 2011,第002期

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4. Analysis and modeling of slope stability in the Three-Gorges dam reservoir (China): The case of Huangtupo landslide [C] . R.Cojean, Y.J.Caǐ International symposium on geological engineering problems in major construction projects;Asian regional conference of IAEG . 2009

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5. STATISTICAL SIMULATION OF FRACTURE DISTRIBUTIONS IN ROCK MASSES AND ITS APPLICATION TO THE STABILITY OF ROCK SLOPES. [D] . HESTER, MICHAEL GENE. 1982

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Evaluation of Rock Slope Stability Considering Size Effect and Time Dependency and its Application to Landslides around the Three Gorges Reservoir

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