- Study on the Effect of Carbonation on the Mechanical Properties of Lime Modified Waste Clay. Dans: KSCE Journal of Civil Engineering. :
- Investigation into strength development mechanism of lime-modified dehydrated clay of slurry shield tunneling operation. Dans: Construction and Building Materials, v. 438 (août 2024). (2024):
- Experimental study on water transfer mechanism of quicklime modified centrifugal dewatering clay. Dans: Construction and Building Materials, v. 408 (décembre 2023). (2023):
- A study on the excavation face failure of pressurized slurry shield. Dans: Tunnelling and Underground Space Technology, v. 132 (février 2023). (2023):
- Experimental research on the influence of stratum permeability on the time-varying properties of active grout. Dans: Tunnelling and Underground Space Technology, v. 133 (mars 2023). (2023):
- Dewatering characteristics of waste slurry from pipe jacking based on improved vacuum filtration method. Dans: Tunnelling and Underground Space Technology, v. 130 (décembre 2022). (2022):
- Simple Filter Cake Formation Test Method Using a Geotextile instead of the Sand Stratum. Dans: KSCE Journal of Civil Engineering, v. 26, n. 1 (19 décembre 2021). (2021):
- Effects of Chemical Conditioners on Deep Dewatering of Urban Dewatered Sewage Sludge in the Temporary Sludge Lagoon. Dans: Journal of Environmental Engineering (ASCE), v. 145, n. 10 (octobre 2019). (2019):
- Experimental Study on Lime-Treated Waste Soil Based on Water Transfer Mechanism. Dans: KSCE Journal of Civil Engineering, v. 25, n. 5 (12 mars 2021). (2021):
- Preparation of High-Porosity and High-Strength Ceramisites from Municipal Sludge Using Starch and CaCO3 as a Combined Pore-Forming Agent. Dans: Journal of Materials in Civil Engineering (ASCE), v. 33, n. 3 (mars 2021). (2021):
- (2020): Laboratory Study of Flocculation and Pressure Filtration Dewatering of Waste Slurry. Dans: Advances in Civil Engineering, v. 2020 (janvier 2020).
- (2020): Experimental Study of the Influence of Excavation Surface Stability and Sand Flowability Caused by Dense Slurry–Earth Pressure Balance Shield Tunneling in Silty Sand Stratum. Dans: Advances in Civil Engineering, v. 2020 (janvier 2020).
- Experimental study on property change of slurry and filter cake of slurry shield under seawater intrusion. Dans: Tunnelling and Underground Space Technology, v. 88 (juin 2019). (2019):
- Filter cake formation for slurry shield tunneling in highly permeable sand. Dans: Tunnelling and Underground Space Technology, v. 38 (septembre 2013). (2013):
- Opening the excavation chamber of the large-diameter size slurry shield: A case study in Nanjing Yangtze River Tunnel in China. Dans: Tunnelling and Underground Space Technology, v. 46 (février 2015). (2015):