- Micro–Macro-Analysis and Model Derivation of Electrical Resistivity of Ningxia Cement–Loess. In: Buildings, v. 14, n. 10 (8 October 2024). (2024):
- Carbon emissions assessment of cement mixing piles for soft loess improvement and carbon emission reduction using white mud-cement composite material. In: Case Studies in Construction Materials, v. 21 (December 2024). (2024):
- A statistical damage model for the soil–structure interface considering interface roughness and soil shear area. In: Construction and Building Materials, v. 431 (June 2024). (2024):
- Impact analysis of repeated improper treatment of bridge site slopes to bridge across. In: Engineering Failure Analysis, v. 154 (December 2023). (2023):
- Health status evaluation of highway tunnel inverted arch based on variable weight and extension cloud model. In: Engineering Failure Analysis, v. 157 (March 2024). (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 (May 2024). (2024):
- Large-scale field tunnel model experience and time-dependent floor heave induced by humidification. In: Tunnelling and Underground Space Technology, v. 145 (March 2024). (2024):
- 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). (2022):
- 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 (March 2009). (2009):
- 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):
- (2019): Shear Mechanical Behaviours and Multistrength Parameter Characteristics of Fault Gouge. In: Advances in Civil Engineering, v. 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 (December 2019). (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 (June 2015).
- Influence of crushing index on properties of recycled aggregates pervious concrete. In: Construction and Building Materials, v. 135 (March 2017). (2017):