Study of Stability Analysis and Reinforcing Technique on Counterrendency Fracture Rock Slope

Hou Li Fu; Chun Hui Qin; Jie Han

doi:10.4028/www.scientific.net/AMM.90-93.692

Paper Titles

Stability Analysis of a 3D Vertical Slope with Transverse Earthquake Load and Surcharge
p.676

Study on Different Methods of Computing Consolidation Coefficient by Excess Pore Pressure Dissipation Datum on CPTU
p.680

Design and Application of Spiral Protruding Multi-Disk Piles
p.684

Influences of Horizontal Initial Stress and Slope Angle on Stress Distribution in Mountains and Cavern Stability
p.688

Study of Stability Analysis and Reinforcing Technique on Counterrendency Fracture Rock Slope
p.692

Effect of Compaction Degree on Soil-Water Characteristic Curve of Chongming Clay
p.701

Study on Earth Pressure on the Top of Trapezoid Ditch-Buried Culverts
p.707

Determining the Contact-Length and Critical-Value for Deformed Foundation with Curvature Variation in Mining Area
p.714

Research on Mechanical Property and Economic Effect of Contractible Concrete Filled Steel Tube Support
p.722

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Study of Stability Analysis and Reinforcing...

Study of Stability Analysis and Reinforcing Technique on Counterrendency Fracture Rock Slope

Abstract:

According to the essential features of countertendency fracture rock slopes and the geology condition of engineering. The stability of slope is calculated and evaluated by the following methods, including the stability analysis of slope with multiple-steps and Goodman-Bray's stability analysis of toppling slope. Moreover, we can put forward retaining structure which is based on grid beam, this is rely on results that have calculated according to the above theory, such as the characteristics of slope, parameter of rock and supporting density, and simulation the retaining structure in the method of numerical simulation.