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Method of Stress Field and Stability Analysis of Bedding Rock Slope Considering Excavation Unloading
The stress state of a slope and its analytical solution are prerequisites for stability analysis. Currently, the limit equilibrium method cannot...
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Shaking Table Test Study on Dynamic Response of Bedding Rock Slope with Weak Rock
A shaking table model test was conducted to study the dynamic response and failure mechanism of a bedding rock slope with weak rock layer based on...
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Sudden Slide Mechanism of a Rock Block in Road Cutting Slope with Soft and Hard Interlayered Bedding Structure Based on Energy Balance Theory
After the road excavation of the hard and soft interlayered bedding slope in the mountainous region’s valley area, the bedding slope often results in...
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Slope instability mechanism with differential rock mass structure along a fault: a mine landslide from Southwest China
Mine slope stability and mining sustainability are related to the local geological structures, which could change the rock mass structure in deep...
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Investigation on stability of large bedding slope affected by weak interlayer creep deformation
The creep behavior of a weak interlayer inside the bedding slope is a main factor leading to the instability of a slope. Due to the creep of the weak...
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Numerical Modeling and Analysis of Rock Slope in Markundi Hills, Sonbhadra
During the monsoon season, landslides are common in mountainous areas, disrupting transportation and day-to-day activities. The stability of slopes...
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Dynamic Compressive Mechanical Properties of Rock-like Material with Bedding Planes Subject to Different Impact Loads
To explore the dynamic mechanical response of layered rocks under different impact pressures, dynamic impact experiments were performed on five sets...
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Influence of Hydraulic Distribution Pattern on the Rock Slope Stability under Block Toppling Failure
In this paper, an analytical model for the stability analysis of rock slope subjected to block toppling pertaining to different hydraulic forms has...
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Analysis of a Rock Slope with an Infilled Planar Joint Using Deterministic and Probabilistic Approaches
The shear stress response and rock mass deformation are significantly influenced by rock discontinuities. The rock mass becomes more distorted and...
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Effects of coal bedding dip angle on hydraulic fracturing crack propagation
As a commonly used and effective technology for increasing the permeability of coal–rock reservoirs, hydraulic fracturing has been widely used in...
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Dynamic Response Analysis of Rock Slope with Weak Layer Based on DOE Method
The study of dynamic response of rock slope with soft layer is always an important subject in slope stability. In order to further explore the...
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The effect of bedding on deformation localization and damage constitutive modeling in coal specimens
To reveal the bedding effects on the deformation field evolution of coal bodies containing parallel bedding under static loading, the maximum shear...
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Fracturing responses, mechanical behaviors and anchoring effects for rough layered rock mass
This study is based on indoor experiments using PFC2D to conduct numerical tests on the uniaxial compression of layered rock masses with multiple...
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A case study on time-dependent bedding plane failure
Time-delayed wellbore failures are often observed in shale formation. In some cases, cavings indicating bedding plane failure are observed a few days...
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Rock Planar Slide—A Case Study at Tien Yen–Mong Cai Expressway, Vietnam
This paper presents results of a study on sliding of a rock slope, which occurred at km 108 along the Tien Yen–Mong Cai expressway in Vietnam....
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Multiscale modelling of the seepage-induced failure of a soft rock slope
In the present study, a multiscale model was developed to investigate the failure process of a soft rock slope due to the change in rock...
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UDEC-based stability analysis of jointed bedding slope and slope parameter optimization suggestions: a case study
The major hazard in open pit mining is ground movement resulting from the instability of the mining slopes. Among the factors that influence slope...
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Effects of Rock Mass Deterioration Induced by Wetting-Drying Cycles on Slope Stability of Reservoir Banks
In view of the degradation of the rock mass mechanical parameters of the reservoir bank slope fluctuation zone caused by rainfall and the rise and...
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Disturbed zone calculation and stability evaluation method of footwall slope with slip-shear failure under excavation
The slip-shear failure type of footwall slope is a type of beding slope that often appears in mining engineering, which has the characteristics of...
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Influence of Layer Thickness Ratio on the Mechanical and Failure Properties of Soft-Hard Interbedded Rock-like Material
To figure out the influence of soft-hard layer thickness ratio on specimens’ mechanical properties evolution and microcracking mechanism, combined...