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Stability Assessment of Rock Slope and Design of Rock Slope Reinforcement
2019The stability analysis of rock slopes has been a challenging task because of the presence of discontinuities in various forms which result in different types of slope failures. Discontinuities are the weakest zones in the rock mass. Failure mechanism of a rock slope mainly depends on the characteristics of discontinuities.
Kallam Naveen Reddy +1 more
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Flexural toppling characteristics of anti-dip soft rock slope with base friction test
Bulletin of Engineering Geology and the Environment, 2022Xingtao Beng +5 more
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Engineering Geology, 2019
Geometric information and discontinuity characterization of rock masses are the key aspects of the analysis of the evolution and failure mechanisms of rockfalls.
Hai-bo Li +4 more
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Geometric information and discontinuity characterization of rock masses are the key aspects of the analysis of the evolution and failure mechanisms of rockfalls.
Hai-bo Li +4 more
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2004
This chapter deals with rock slope stability, a subject that has shown remarkable development in the last twenty years relative to methods for estimating shear strength of rock discontihuities and methods of analysis. This theme is presented in the literature by Hoek (1998); Hoek and Bray (1981); Wyllie and Norrich (1996a, 1996b); Norrich and Wyllie ...
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This chapter deals with rock slope stability, a subject that has shown remarkable development in the last twenty years relative to methods for estimating shear strength of rock discontihuities and methods of analysis. This theme is presented in the literature by Hoek (1998); Hoek and Bray (1981); Wyllie and Norrich (1996a, 1996b); Norrich and Wyllie ...
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Flexural Toppling Mechanism and Stability Analysis of an Anti-dip Rock Slope
Rock Mechanics and Rock Engineering, 2021Bingdong Ding +4 more
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Engineering Geology, 2019
Large catastrophic rock slope failures are difficult to predict because the underlying mechanisms causing slope accelerations are difficult to study under in-situ conditions.
Sophie Gschwind, S. Loew, A. Wolter
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Large catastrophic rock slope failures are difficult to predict because the underlying mechanisms causing slope accelerations are difficult to study under in-situ conditions.
Sophie Gschwind, S. Loew, A. Wolter
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Geological Society, London, Engineering Geology Special Publications, 2011
The assessment of rock slope stability is dependent on whether stability is controlled by: ### C4.1.1 Failure controlled by the intact rock strength For continuous rock masses, where discontinuities play no role in controlling stability, a given slope might be cut vertically for rock with high intact strength (Fig. C4.1) or treated as a soil if weak
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The assessment of rock slope stability is dependent on whether stability is controlled by: ### C4.1.1 Failure controlled by the intact rock strength For continuous rock masses, where discontinuities play no role in controlling stability, a given slope might be cut vertically for rock with high intact strength (Fig. C4.1) or treated as a soil if weak
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Pseudo-dynamic stability of rock slope considering Hoek–Brown strength criterion
Acta Geotechnica, 2021Jun-Hao Zhong, Xiao-li Yang
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