Wen Fan 
- (2024): Three-dimensional microstructure evolution of loess liquefaction based on the μm-CT quantitative observations. In: Soil Dynamics and Earthquake Engineering, v. 178 (March 2024).
- (2024): The Dynamic Response Characteristics of a Water Transmission Pipe Crossing a Loess Fault Using a Large-Scale Shaking Table Test: A Case Study. In: International Journal of Geomechanics, v. 24, n. 2 (February 2024).
- (2023): Experimental Investigation of the Hydration Swelling Effect of Clay Minerals on Loess Collapsibility. In: International Journal of Geomechanics, v. 23, n. 1 (January 2023).
- (2021): Microstructure Quantification, Characterization, and Regional Variation in the Ma Lan Loess on the Loess Plateau in China. In: International Journal of Geomechanics, v. 21, n. 8 (August 2021).
- (2016): Overturning Stability of a Rigid Retaining Wall for Foundation Pits in Unsaturated Soils. In: International Journal of Geomechanics, v. 16, n. 4 (August 2016).
- (2018): Failure Modes and Mechanisms of Shallow Debris Landslides Using an Artificial Rainfall Model Experiment on Qin-ba Mountain. In: International Journal of Geomechanics, v. 18, n. 3 (March 2018).
- (2018): Case Study of a Collapse Investigation of Loess Sites Covered by Very Thick Loess–Paleosol Interbedded Strata. In: International Journal of Geomechanics, v. 18, n. 11 (November 2018).
- (2020): Quantitative Research and Characterization of the Loess Microstructure in the Bai Lu Tableland, Shaanxi Province, China. In: Advances in Civil Engineering, v. 2020 (January 2020).
- (2017): Experimental study of a segmented metro tunnel in a ground fissure area. In: Soil Dynamics and Earthquake Engineering, v. 100 (September 2017).
- (2017): proposed solution to the ground fissure encountered in urban metro construction in Xi'an, China. In: Tunnelling and Underground Space Technology, v. 61 (January 2017).
- (2018): Dynamic characteristics research of a ground fissure site at Xi'an, China. In: Tunnelling and Underground Space Technology, v. 82 (December 2018).
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