Chuang-Bing Zhou
- Efficient System Reliability Analysis of Slope Stability in Spatially Variable Soils Using Monte Carlo Simulation. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 141, n. 2 (février 2015). (2015):
- Inverse modeling of leakage through a rockfill dam foundation during its construction stage using transient flow model, neural network and genetic algorithm. Dans: Engineering Geology, v. 187 (mars 2015). (2015):
- Capabilities of stochastic response surface method and response surface method in reliability analysis. Dans: Structural Engineering and Mechanics, v. 49, n. 1 (janvier 2014). (2014):
- A comparative study of three collocation point methods for odd order stochastic response surface method. Dans: Structural Engineering and Mechanics, v. 45, n. 5 (mars 2013). (2013):
- Reliability analysis of strip footing considering spatially variable undrained shear strength that linearly increases with depth. Dans: Soils and Foundations, v. 55, n. 4 (août 2015). (2015):
- Copula-based approaches for evaluating slope reliability under incomplete probability information. Dans: Structural Safety, v. 52 (janvier 2015). (2015):
- Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes. Dans: Structural Safety, v. 49 (juillet 2014). (2014):
- Impact of copulas for modeling bivariate distributions on system reliability. Dans: Structural Safety, v. 44 (septembre 2013). (2013):
- Performance of translation approach for modeling correlated non-normal variables. Dans: Structural Safety, v. 39 (novembre 2012). (2012):
- System reliability analysis of rock slope stability involving correlated failure modes. Dans: KSCE Journal of Civil Engineering, v. 15, n. 8 (novembre 2011). (2011):
- numerical procedure for modeling the seepage field of water-sealed underground oil and gas storage caverns. Dans: Tunnelling and Underground Space Technology, v. 66 (juin 2017). (2017):
- Impact of translation approach for modelling correlated non-normal variables on parallel system reliability. Dans: Structure and Infrastructure Engineering, v. 9, n. 10 (octobre 2013). (2013):
- Coupled hydro-mechanical analysis of a dam foundation with thick fluvial deposits: a case study of the Danba Hydropower Project, Southwestern China. Dans: European Journal of Environmental and Civil Engineering, v. 20, n. 1 (mars 2015). (2015):
- Excavation-induced relaxation effects and hydraulic conductivity variations in the surrounding rocks of a large-scale underground powerhouse cavern system. Dans: Tunnelling and Underground Space Technology, v. 49 (juin 2015). (2015):