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