- Synchronous-cross zoned excavation of the oversized basement of Shanghai International Financial Centre by combination of bottom-up and top-down methods: Structural and geotechnical behaviors. In: Tunnelling and Underground Space Technology, v. 153 (November 2024). (2024):
- Review of through-wall leaking incidents during excavation of the subway stations of Nantong metro line 1 in thick water-rich sandy strata. In: Tunnelling and Underground Space Technology, v. 135 (Mai 2023). (2023):
- Statistical Analyses on a Database of Deep Excavations in Shanghai Soft Clays in China from 1995–2018. In: Practice Periodical on Structural Design and Construction, v. 27, n. 1 (Februar 2022). (2022):
- Review of Cave-In Failures of Urban Roadways in China: A Database. In: Journal of Performance of Constructed Facilities (ASCE), v. 35, n. 6 (Dezember 2021). (2021):
- Soil arching due to leaking of tunnel buried in water-rich sand. In: Tunnelling and Underground Space Technology, v. 95 (Januar 2020). (2020):
- Why Excavation of a Small Air Shaft Caused Excessively Large Displacements: Forensic Investigation. In: Journal of Performance of Constructed Facilities (ASCE), v. 31, n. 2 (April 2017). (2017):
- Zoned Excavation of an Oversized Pit Close to an Existing Metro Line in Stiff Clay: Case Study. In: Journal of Performance of Constructed Facilities (ASCE), v. 29, n. 6 (Dezember 2015). (2015):
- Structural Behaviors of Large Underground Earth-Retaining Systems in Shanghai. I: Unpropped Circular Diaphragm Wall. In: Journal of Performance of Constructed Facilities (ASCE), v. 29, n. 2 (April 2015). (2015):
- Structural Behaviors of Large Underground Earth-Retaining Systems in Shanghai. II: Multipropped Rectangular Diaphragm Wall. In: Journal of Performance of Constructed Facilities (ASCE), v. 29, n. 2 (April 2015). (2015):
- Spatial Corner Effects of Long and Narrow Multipropped Deep Excavations in Shanghai Soft Clay. In: Journal of Performance of Constructed Facilities (ASCE), v. 28, n. 4 (August 2014). (2014):
- Vibration Effects Attributable to Driving of PHC Pipe Piles. In: Journal of Performance of Constructed Facilities (ASCE), v. 26, n. 5 (Oktober 2012). (2012):
- Semiempirical Approach for Estimation of DDC-Induced Deflections of Sheet Pile Walls in Peat. In: Journal of Performance of Constructed Facilities (ASCE), v. 24, n. 1 (Februar 2010). (2010):