Xiaolin Weng
- (2023): Behavior of Saturated Remolded Loess Subjected to Coupled Change of the Magnitude and Direction of Principal Stress. In: International Journal of Geomechanics, v. 23, n. 1 (January 2023).
- (2022): A semi-analytical undrained solution for cylindrical cavity expansion in Kâ‚€-consolidated anisotropic soils under plane stress condition. In: European Journal of Environmental and Civil Engineering, v. 27, n. 2 (April 2022).
- (2022): A Constitutive Model for Loess Considering the Characteristics of Structurality and Anisotropy. In: Soil Mechanics and Foundation Engineering, v. 59, n. 1 (March 2022).
- (2021): Laboratory Model Test to Explore the Bearing Mechanism of Composite Foundation in the Loess Area. In: Advances in Civil Engineering, v. 2021 (January 2021).
- (2014): Experimental investigation of pavement behavior after embankment widening using a fiber optic sensor network. In: Structural Health Monitoring, v. 14, n. 1 (September 2014).
- (2020): A thermal–hydromechanical coupled model for poro-viscoplastic saturated freezing soil. In: European Journal of Environmental and Civil Engineering, v. 26, n. 9 (December 2020).
- (2020): Centrifuge testing and numerical modeling of tunnel face stability considering longitudinal slope angle and steady state seepage in soft clay. In: Tunnelling and Underground Space Technology, v. 101 (July 2020).
- (2019): Physical modeling of wetting-induced collapse of shield tunneling in loess strata. In: Tunnelling and Underground Space Technology, v. 90 (August 2019).
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