Changgen Yan 
- (2024): Analysis of compressive strength, durability properties, and micromechanisms of solidified loess using industrial solid waste: Slag–white mud–calcium carbide residue. In: Journal of Building Engineering, v. 84 (Mai 2024).
- (2024): Large-scale field tunnel model experience and time-dependent floor heave induced by humidification. In: Tunnelling and Underground Space Technology, v. 145 (März 2024).
- (2022): Analysis of large deformation of deep-buried brittle rock tunnel in strong tectonic active area based on macro and microcrack evolution. In: Engineering Failure Analysis, v. 138 (August 2022).
- (2009): A method for assessment of excavation damaged zone (EDZ) of a rock mass and its application to a dam foundation case. In: Engineering Geology, v. 104, n. 3-4 (März 2009).
- (2019): Stability analysis of earth pressure balance shield tunnel face considering soil arching. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 172, n. 4 (August 2019).
- (2019): Shear Mechanical Behaviours and Multistrength Parameter Characteristics of Fault Gouge. In: Advances in Civil Engineering, v. 2019 ( 2019).
- (2019): Deformation of Geogrid-Reinforced Segmental Retaining Wall due to Insufficient Compaction of Loess Backfill: Case Study in Shaanxi Province, China. In: Journal of Performance of Constructed Facilities (ASCE), v. 33, n. 6 (Dezember 2019).
- (2019): Quantitative Reinforcement Analysis of Loess Slope with Anisotropy. In: Advances in Civil Engineering, v. 2019 ( 2019).
- (2015): Unloading Phenomena Characteristics in Brittle Rock Masses by A Large-Scale Excavation in Dam Foundation. In: The Open Civil Engineering Journal, v. 8, n. 1 (Juni 2015).
- (2017): Influence of crushing index on properties of recycled aggregates pervious concrete. In: Construction and Building Materials, v. 135 (März 2017).
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