Weizhi Chen
- (2023): A two-dimensional experimental study of active progressive failure of deeply buried Qanat tunnels in sandy ground. Dans: Soils and Foundations, v. 63, n. 3 (juin 2023).
- (2022): Probabilistic stability analysis of qanat tunnels in c-φ soil considering soil spatial variability. Dans: European Journal of Environmental and Civil Engineering, v. 27, n. 12 (décembre 2022).
- (2022): Experimental study on mechanical properties, permeability and energy characteristics of limestone from through-coal seam (TCS) tunnel. Dans: Engineering Geology, v. 303 (juin 2022).
- (2021): Experimental Investigation of the Engineering Properties of Coarse Grain Embankment Fill Material with Accumulative Salt Effect by Adding Onsite Brine Groundwater. Dans: Journal of Materials in Civil Engineering (ASCE), v. 33, n. 6 (juin 2021).
- (2022): Assessing compaction of existing railway subgrades using dynamic cone penetration testing. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 175, n. 4 (août 2022).
- (2018): Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads. Dans: Soils and Foundations, v. 58, n. 6 (décembre 2018).
- (2019): Analysis of Deformation Characteristics of Long-Short Pile Composite Foundation in Salt Lake Area, Iran. Dans: Advances in Civil Engineering, v. 2019 ( 2019).
- (2019): Large-Scale Model Testing of High-Speed Railway Subgrade under Freeze-Thaw and Precipitation Conditions. Dans: Advances in Civil Engineering, v. 2019 ( 2019).
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