An Adaptive Kriging-Based Approach with Weakly Stationary Random Fields for Soil Slope Reliability Analysis
Author:
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784482155.015
Reference25 articles.
1. Embedment Effects on Vertical Bearing Capacity of Offshore Bucket Foundations on Cohesionless Soil
2. Probabilistic Assessment of Slope Stability That Considers the Spatial Variability of Soil Properties
3. AK-MCS: An active learning reliability method combining Kriging and Monte Carlo Simulation
4. Probabilistic stability analysis of a tailings dyke on presheared clayshale
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