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A critical review of rock mass classification systems for assessing the stability condition of rock slopes
In the last few decades, several rock mass classification systems have been proposed to identify rock slope stability conditions, having high...
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Understanding the rock slope stability along Malshej Ghat, India, using rock mass characterisation and block shape classification techniques
Malshej Ghat is one of the busiest transport corridors in Maharashtra. It is highly prone to landslides, as the region receives heavy precipitation...
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The influence of the heterogeneity of rock mass for surrounding rock stability evaluation of a tunnel
In this study, we reviewed the influence of various heterogeneity factors of rock mass on the displacement of the tunnel. We derived the critical...
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Dynamic Stability and Fuzzy Reliability Analysis of Toppling Perilous Rock Under Seismic Excitation
To predict the occurrence of the collapse disaster in toppling perilous rock under the action of bidirectional earthquakes, the dynamic stability and...
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Investigation on stability of soil–rock mixture slope with discrete element method
In the analysis of stability for soil–rock mixture (S-RM) slopes, the limit equilibrium method (LEM) has limitations in capturing the properties of...
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Seismic dynamic stability of double-slider rock slopes containing tension cracks
Earthquakes have significant impact on rock slopes, thus studying the seismic stability of double-slider rock slopes containing tension cracks is...
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Progressive failure mechanism and stability for a rockslide with a toe rock bridge
Toe rock bridge is a key block for controlling failure mode and overall stability of a rockslide. In this paper, 3D Fast Lagrangian Analysis Code...
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Stability Analysis of Rock Slope Along National Road 43 (Northeast Algeria)
The national road 43 connecting Jijel to Bejaia (Northeast Algeria) runs along the Mediterranean Sea and crosses a volcano-sedimentary rock massif of...
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Stability and reliability analysis of rock slope based on parameter conditioned random field
Systematic evaluation of the geotechnical parameters of rock slopes facilitates predicting the risk level of slope excavation processes and...
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Contribution of 3D Roughness Along Concrete-Rock Interface to the Sliding Stability of Concrete Gravity Dams
Current engineering practice in dam maintenance and safety evaluation generally neglects the contribution of three-dimensional (3D) roughness along a...
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Study on Rock Type Effect of Fault Sliding Stability
The protolith of the hanging wall and footwall of a fault plays a crucial role in influencing the sliding stability of the fault, and different...
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Behavior and stability of engineering bedding rock slope during construction
The construction of the bedding rock slope of AK3 + 690 to AK3 + 888 in Tonghuang Expressway began on November 23, 2003. After cracks appeared at the...
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Stability analysis of intermittently jointed rock slopes based on the stepped failure mode
In practical engineering, due to the noncontinuity characteristics of joints in rock slopes, in addition to plane failure, stepped sliding failure...
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Stability Evaluation of Rock Slopes with Cracks Using Limit Analysis
Cracks are commonplace on slope crests. It has been found that cracks have a significant influence on the stability of slopes in soil with strength...
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Experimental and Numerical Research on the Tightness and Stability of Underground Anhydrite Rock Cavern Oil Storage
Underground oil storage is the development trend for large-scale energy storage. The anhydrite rock cavern oil storage (ARCOS) has the potential to...
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Rock slope stability analysis under Hoek–Brown failure criterion with different flow rules
The stability analysis of homogeneous rock slope following the Hoek–Brown failure criterion under the hypothesis of different flow rules is performed...
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Three-Dimensional Discrete Element Analysis of Jointed Rock Slope Stability Based on the Universal Elliptical Disc Model
A three-dimensional representation of the random distribution of fractures in rock masses, known as the discrete fracture network (DFN), is widely...
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Three-dimensional stability analysis of tunnel face considering the upper partial failure in layered rock masses
The aim of this study is to assess the three-dimensional (3D) stability of the tunnel face with considering the possibility of the upper partial...
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Rock Slope Stability Analysis Incorporating the Effects of Intermediate Principal Stress
This paper proposes an analytical approach for assessing rock slope stability based on a three-dimensional (3D) Hoek–Brown (HB) criterion to consider...
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Spatial Distribution of Rock Disturbance in Assessment of Roof Stability in Flat-Ceiling Cavities
A common misuse of the disturbance factor in the Hoek–Brown failure criterion is in assigning one value of it to the entire rock mass involved in...
