Chuangbing Zhou
- Mechanical-electric response characteristics of 1–3 connectivity pattern cement-based piezoelectric composite sensors with varying functional phase parameters under impact loading. In: Construction and Building Materials, v. 453 (November 2024). (2024):
- Numerical study on rock blasting assisted by in-situ stress redistribution. In: Tunnelling and Underground Space Technology, v. 153 (November 2024). (2024):
- Cut-Blasting Method Selection and Parameter Optimization for Rock Masses under High In Situ Stress. In: International Journal of Geomechanics, v. 23, n. 12 (December 2023). (2023):
- Effect of Nonstationarity on Shear Properties of Rock Joints and a New Peak Shear Strength Criterion. In: International Journal of Geomechanics, v. 23, n. 12 (December 2023). (2023):
- Evolution of Contact State during Shear of Rough Rock Joints and Its Influence on Seepage Characteristics. In: International Journal of Geomechanics, v. 22, n. 12 (December 2022). (2022):
- Settlement analysis of the Shuibuya concrete-face rockfill dam. In: Computers and Geotechnics, v. 38, n. 2 (March 2011). (2011):
- Numerical Analysis of Unsaturated Seepage Flow in Two-Dimensional Fracture Networks. In: International Journal of Geomechanics, v. 17, n. 5 (May 2017). (2017):
- Experimental Investigation of the Deformation Characteristics of Natural Loess under the Stress Paths in Shield Tunnel Excavation. In: International Journal of Geomechanics, v. 17, n. 9 (September 2017). (2017):
- Seepage Characteristics of Triaxial Compression-Induced Fractured Rocks under Varying Confining Pressures. In: International Journal of Geomechanics, v. 20, n. 9 (September 2020). (2020):
- Influence of Particle Shape on Behavior of Rockfill Using a Three-Dimensional Deformable DEM. In: Journal of Engineering Mechanics (ASCE), v. 139, n. 12 (December 2013). (2013):
- Correlation between strong motion durations and damage measures of concrete gravity dams. In: Soil Dynamics and Earthquake Engineering, v. 69 (February 2015). (2015):
- Integrated duration effects on seismic performance of concrete gravity dams using linear and nonlinear evaluation methods. In: Soil Dynamics and Earthquake Engineering, v. 79 (December 2015). (2015):
- The Influence of Initial Cracks on the Crack Propagation Process of Concrete Gravity Dam-Reservoir-Foundation Systems. In: Journal of Earthquake Engineering, v. 19, n. 6 ( 2015). (2015):
- A three-dimensional numerical manifold method based on tetrahedral meshes. In: Computers & Structures, v. 87, n. 13-14 (July 2009). (2009):
- Modeling coupled processes of non-steady seepage flow and non-linear deformation for a concrete-faced rockfill dam. In: Computers & Structures, v. 89, n. 13-14 (July 2011). (2011):
- A study of excavation sequence and contour blasting method for underground powerhouses of hydropower stations. In: Tunnelling and Underground Space Technology, v. 29 (May 2012). (2012):
- XFEM based seismic potential failure mode analysis of concrete gravity dam–water–foundation systems through incremental dynamic analysis. In: Engineering Structures, v. 98 (September 2015). (2015):
- Modelling of hydro-mechanical coupling and transport in densely fractured rock mass. In: European Journal of Environmental and Civil Engineering, v. 19, n. 5 (September 2014). (2014):