A method for seismic stability analysis of jointed rock slopes using Barton-Bandis failure criterion

Zhao, Lianheng; Yu, Chenghao; Cheng, Xiao; Zuo, Shi; Jiao, Kangfu

doi:10.1016/j.ijrmms.2020.104487

Cited by 19 publications

(2 citation statements)

References 30 publications

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“…The rock failure criterion is critical to estimating the stability of rock structures. Various failure criteria have been developed for rock engineering in the last decades [1][2][3][4][5][6]. The Hoek-Brown failure criterion, derived for brittle and jointed rock masses by Hoek and Brown, has been widely used in practical rock engineering for the last several decades [7][8][9][10].…”

Section: Introductionmentioning

confidence: 99%

Data-Driven Rock Strength Parameter Identification Using Artificial Bee Colony Algorithm

2022

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Rock strength parameters are essential to understanding the rock failure mechanism and safely constructing rock excavation. It is a challenging problem for determining the rock failure criterion and its parameters due to the complexity of rock media. This study adopts an artificial bee colony (ABC) algorithm to determine the Hoek-Brown failure criterion, widely used in rock engineering practice, based on experimental data. The ABC-based approach is presented in detail and applied to a collection of experimental data collected from the literature. The ABC-based approach successfully determines the Hoek-Brown failure criterion, and the determined failure envelope is in excellent agreement with the measured curve. The maximum relative error obtained by ABC is only 2.15% and is far less than the 12.24% obtained by the traditional method. Then, the developed approach is applied to the Goupitan Hydropower Station, China, and determines the rheological parameters of soft rock based on the Burgers model. The deformation of an experiment located in the Goupitan Hydropower Station is evaluated based on obtained parameters by the developed approach. The predicted deformation matches the monitored displacement in the field. The obtained parameters of the failure criterion characterize the mechanical behavior of rock mass well. Thus, the method used provides a reliable and robust approach to determining the mechanical parameters of the failure criterion.

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Section: Introductionmentioning

confidence: 99%

Data-Driven Rock Strength Parameter Identification Using Artificial Bee Colony Algorithm

2022

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“…ere are inevitably a certain number of weak structural planes in natural rock slope, which control their mechanical response and stability [1][2][3][4][5]. Under the natural actions, such as self-weight, rainfall, and earthquake, rock slopes often slide along these weak structural planes and induce landslide disaster.…”

Section: Introductionmentioning

confidence: 99%

Rheological Properties of Argillaceous Intercalation under the Combination of Static and Intermittent Dynamic Shear Loads

Zhang

Dong

Zhang

et al. 2021

Shock and Vibration

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The construction and long-term operation stage of the rock slope with argillaceous interlayer will be subjected to intermittent dynamic loads, such as blasting and earthquake. For the argillaceous interlayer in the rock slope, its rheological properties are not only related to the initial stress state caused by the gravity of the overlying rock mass but also affected by intermittent dynamic loads. In order to investigate the rheological properties of argillaceous intercalation under the combination of static and intermittent dynamic shear loads, the rheological tests of argillic intercalated soil samples under static shear, static and cyclic dynamic shear, and static and intermittent dynamic shear were carried out, and the rheological deformation characteristics of soil samples under different shear conditions were analyzed. The results show that when the soil specimens in the static shear rheological process are disturbed by intermittent dynamic shearing load, the intermittent dynamic disturbances might have no remarkable influence on the rheological deformation of the specimens if the initial static shearing stress and intermittent dynamic shearing stress were comparatively low. However, low-intensity intermittent dynamic disturbances might accelerate the rheological deformation process of the specimens remarkably if the initial static shearing stress state was close to their shearing strength. There was a stress threshold when the soil specimens failed under the static and cycling dynamic shear and static and intermittent dynamic shear, which is determined by the sum of static shear stress and dynamic shear stress peak. For rock slopes controlled by rheological weak structural planes and influenced by long-term blasting vibrations, the transient and long-term dynamic stability should be comprehensively analyzed.

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An Improved Method for Estimating Earthquake-Induced Permanent Displacement of Bedding Rock Slopes

Liu,

Shen,

et al. 2024

Rock Mech Rock Eng

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A method for seismic stability analysis of jointed rock slopes using Barton-Bandis failure criterion

Cited by 19 publications

References 30 publications

Data-Driven Rock Strength Parameter Identification Using Artificial Bee Colony Algorithm

Data-Driven Rock Strength Parameter Identification Using Artificial Bee Colony Algorithm

Rheological Properties of Argillaceous Intercalation under the Combination of Static and Intermittent Dynamic Shear Loads

An Improved Method for Estimating Earthquake-Induced Permanent Displacement of Bedding Rock Slopes

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