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Numerical Simulation of Failure of Rock-Like Material Subjected to Compressive Loads Using Improved Peridynamic Method
Publisher: American Society of Civil Engineers
Abstract: A novel bond-based peridynamic method is proposed to investigate the initiation, propagation, and coalescence of cracks in brittle rock materials subjected to compressive loads. To simulate the failure of brittle rock ...
Dynamic Model of the Zonal Disintegration of Rock Surrounding a Deep Spherical Cavity
Publisher: American Society of Civil Engineers
Three-Dimensional Nonlinear Dynamic Strength Criterion for Rock
Publisher: American Society of Civil Engineers
Abstract: It is assumed that rocks contain three-dimensional (3D) penny-shaped microcracks. The Mode II and III dynamic stress-intensity factors at the tips of 3D penny-shaped microcracks are determined. The orientation angle of ...
Two-Dimensional Stability Assessment of Rock Slopes Based on Random Field
Publisher: American Society of Civil Engineers
Abstract: Geotechnical engineering is dominated mostly by uncertainties, because it always deals with highly variable natural materials. Reliability-analysis approaches emerge as a more reasonable and rigorous way of handling ...
Validation of GPD to Model Rock Fragmentation by TBM Cutters
Publisher: American Society of Civil Engineers
Probabilistic Analysis of Step-Shaped Slopes Using Random Field Models
Publisher: ASCE
Abstract: Step-shaped slopes are often found in mines. The reliability of step-shaped slopes was investigated based on random field models. The factor of safety of slopes was derived by the horizontal and vertical integration methods. ...
Optimization of the Critical Slip Surface of Three-Dimensional Slope by Using an Improved Genetic Algorithm
Publisher: ASCE
Abstract: An improved genetic algorithm is proposed to optimize the potential sliding surface of slopes. Compared with a conventional genetic algorithm, the genetic recombination between the previous generation and the newly generated ...
Antislip Stability Analysis of Gravity Retaining Wall by Probabilistic Approach
Publisher: American Society of Civil Engineers
Abstract: In this paper, the antislip stability assessment of a gravity retaining wall is analyzed by considering the spatial variability of soils based on the theory of random fields. The effects of spatial correlation lengths of ...
Antislip Stability Analysis of Gravity Retaining Wall by Probabilistic Approach
Publisher: American Society of Civil Engineers
Abstract: In this paper, the antislip stability assessment of a gravity retaining wall is analyzed by considering the spatial variability of soils based on the theory of random fields. The effects of spatial correlation lengths of ...
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