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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...
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Rainfall infiltration and three-dimensional stability analyses of fractured rock slopes considering preferential flow
Rainfall infiltration is one of the main factors inducing landslides. For rock slopes with more developed fractures, the effect of preferential flow...
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Stochastic Rock Slope Stability Analysis: Open Pit Case Study with Adjacent Block Caving
In last decades, numerical modelling become a useful tool for solving complex geoengineering problems such as slope stability. On the other hand,...
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Influence of Bolts and Cables on Stability of Surrounding Rock of Bottom Drainage Roadway
In order to study the reinforcement effect of bolts and cables combined support on 7703 bottom drainage roadway, a three-dimensional numerical model...
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Stability of Moraine and Rock Slopes at Glacial Lakes—Two Case Studies in the Cordillera Blanca
Two presented cases of slope-specific stability assessment illustrate an approach of low-impact investigation techniques, which at the same time...
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Stability of Unlined Elliptical Tunnels in Rock Masses
•A state of art approach to evaluate the elliptical tunnel stability of Hoek–Brown rock mass.•Rigorous upper bound and lower bound solutions of...
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An Analytical Model for Assessing Dynamic Stability of Bedding Rock Slope with Soil Interlayer Under Different Rain Patterns
This study investigated a dynamic stability analytical model for bedding rock slope with soil interlayer, considering various rain patterns. The...
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Rock slope stability assessment based on the critical failure state curve for the generalized Hoek‒Brown criterion
The strength reduction method (SRM) based on the generalized Hoek‒Brown (GHB) criterion has become an important and popular topic to analyse the...
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Stability prediction of the toppling rock slope on the Heihe reservoir bank using discontinuous deformation analysis
The Heihe Water Diversion Project in Zhouzhi County, Shaanxi Province is a “lifeline” engineering project that supplies water as well as electric...
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Strength reduction strategy for rock slope stability using the variation principle based on the Hoek–Brown failure criterion
Rotational failure may exhibit in homogenous rock slopes, and the critical sliding surface of a rock slope based on the rotational failure mechanism...
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Probabilistic Slope Stability Analysis of Coal Mine Waste Rock Dump
Coal mine waste rock is generated during coal extraction and is usually disposed of in non-engineered dumps. The dumps are extended vertically to...
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Effective Stress Analyses to Assess the Stability of Progressively Raised Upstream Dikes for Tailings Impoundments with Waste Rock Inclusions
The design of retaining dikes for tailings deposited hydraulically in surface impoundments raises various geotechnical issues, including the risk of...
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Deformation and Failure Mechanism of Surrounding Rock in Deep Soft Rock Tunnels Considering Rock Rheology and Different Strength Criteria
The long-term stability control of surrounding rock of deep high-stress soft rock tunnel has always been the research hotspot and difficulty of...
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Long-Term Stability Analysis of Pillars in Salt Cavern Storage Based on the Salt Rock Dilatancy Boundary Evaluation Method
Using deep salt caverns for underground energy storage is a globally recognized method of energy storage. The safety of gas storage and the...
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Stability Assessment of Siwalik Rock Slopes — A Case Study from Dehradun Area, Uttarakhand, India
This study presents a slope stability assessment of Siwalik rocks formations along an old, unpaved road connecting Dehradun to Thangaon village via...
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Investigation on the dynamic cumulative damage mechanism and stability of bedding rock slope under the deterioration of rock mass in the hydro-fluctuation belt
The deterioration of rock mass in the hydro-fluctuation belt and reservoir-induced earthquakes in the Three Gorges Reservoir Area (TGRA) have great...
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Seismic Stability of 3D Rock Slopes Based on a Multi-cone Failure Mechanism
The effect of ground shaking on 3D rock slope stability is considered.
The upper bound expressions of both the stability number and the FoS of a...
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Study on the Rapid Evaluation System for Rock Slope Stability Based on the CSMR System
In order to found fast assessment for stability of rock slope in field, it simplified the CSMR system, and the original complex indexes were...
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A novel method incorporating digital image processing and A-star algorithm for soil-rock mixture (SRM) slope stability
Soil-rock mixture (SRM) slopes are widely distributed in mountainous regions, where slope stability is an important issue. This paper presents a...
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Stability of bolt-supported concealed bedding rock slopes with respect to bi-planar failure
Bi-planar failure is one of the most common issues encountered in concealed bedding rock slopes (CBRSs). Fully grouted bolts are widely adopted to...
