Xinhua Xue
- A novel hybrid model for predicting the bearing capacity of piles. In: Journal of Civil Engineering and Management, v. 0, n. 0 (22 August 2019). (2019):
- An Improved Random Forest Model To Predict Bond Strength of Frp-to-concrete. In: Journal of Civil Engineering and Management, v. 30, n. 6 (9 July 2024). (2024):
- A predictive model for determination of sand liquefaction potential based on energy method. In: Soil Dynamics and Earthquake Engineering, v. 176 (January 2024). (2024):
- Effect of nano-Al2O3/epoxy resin composite on the shear strength recovery of fractured rock masses with various crack widths and SCA interfacial treatments. In: Case Studies in Construction Materials, v. 18 (July 2023). (2023):
- Dynamic Damage Analysis for Seismic Responses of Arch Dam. In: Journal of Earthquake and Tsunami, v. 9, n. 3 (September 2015). (2015):
- Application of the Modified Goodman Model in Soil Nailing. In: International Journal of Geomechanics, v. 13, n. 1 (February 2013). (2013):
- A predictive model for the bond strength of near-surface-mounted FRP bonded to concrete. In: Composite Structures, v. 262 (April 2021). (2021):
- (2019): Mechanical Parameter Inversion in Sandstone Diversion Tunnel and Stability Analysis during Operation Period. In: Civil Engineering Journal, v. 5, n. 9 (1 September 2019).
- Theoretical formulation of double scalar damage variables. In: Computers and Concrete, v. 19, n. 5 (May 2017). (2017):
- Earthquake safety assessment of an arch dam using an anisotropic damage model for mass concrete. In: Computers and Concrete, v. 13, n. 5 (May 2014). (2014):
- Damage analysis of arch dam under blast loading. In: Computers and Concrete, v. 12, n. 1 (July 2013). (2013):
- Determination of Ultimate Bearing Capacity of Shallow Foundations Using Lssvm Algorithm. In: Journal of Civil Engineering and Management, v. 25, n. 5 (September 2019). (2019):
- Prediction of Slope Stability Based on Hybrid PSO and LSSVM. In: Journal of Computing in Civil Engineering, v. 31, n. 1 (January 2017). (2017):
- Deformation evaluation on surrounding rocks of underground caverns based on PSO-LSSVM. In: Tunnelling and Underground Space Technology, v. 69 (October 2017). (2017):