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Failure mechanism of the slope containing coarse particle enrichment zones located at the soil–rock interface under the heavy rainfall
Internal erosion caused by seepage at the soil–rock interface with local coarse particle enrichment zones (CPEZ) is a significant factor contributing to geological disasters during rainfall events. The mechani...
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Article
A Three-Dimensional DEM Method for Trajectory Simulations of Rockfall under Irregular-Shaped Slope Surface and Rock Blocks
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Rapid Evaluation of Rock Mass Integrity of Engineering Slopes Using Three-Dimensional Laser Scanning
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Analytical Study of the Bolts-Grouting Reinforcement in Cylindrical Lined Tunnels Considering Seepage
Bolts-grouting reinforcement method can reduce the water inflow and strengthen the surrounding rock in the tunnel with a quantity of water seepage. However, there are few analytical theories of this bolts-grou...
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Article
A mathematical description for determining the orientation of a discontinuity from the digital wall image of inclined borehole
Aiming at the fact that the previous studies on the digital wall images were only limited to the vertical boreholes, this paper proposed a mathematical method to describe a discontinuity and determine its orie...
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Article
Influence of Cyclic Wetting–Drying on the Shear Strength of Limestone with a Soft Interlayer
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Experimental Study on Failure Behaviour of Ligaments Between Strike-Inconsistent Fissure Pairs Under Uniaxial Compression
Aiming at the fact that discontinuities in rock mass exhibit different orientations, uniaxial compression tests of resin specimens containing a strike-inconsistent fissure pair were carried out to investigate ...
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Article
Investigation on Mechanical Behaviors of Sandstone with Two Preexisting Flaws under Triaxial Compression
Triaxial compression experiments on sandstone samples with two preexisting closed non-overlap** flaws were performed to investigate the deformation and strength behaviors. Three types of preexisting closed f...