Shuying Wang
- Preparation and hydration process of copper slag-granulated blast furnace slag-cement composites. In: Construction and Building Materials, v. 421 (März 2024). (2024):
- A Unified Analytical Model for Undrained Compressibility Behavior of Foam-Conditioned Coarse-Grained Soils Based on Effective Stress Analysis. In: International Journal of Geomechanics, v. 24, n. 5 (Mai 2024). (2024):
- The novel vegetation concrete blocks for embankment protection incorporating the light aggregates recycled by lake-dredged sediments. In: Construction and Building Materials, v. 381 (Juni 2023). (2023):
- Real-time laser scanning for conditioned coarse-grained soil monitoring on conveyor belt in earth pressure balance shield. In: Tunnelling and Underground Space Technology, v. 144 (Februar 2024). (2024):
- (2023): Structural Behaviors of Large-Section Mine Tunnels Undercrossing Existing Metro Lines. In: Buildings, v. 13, n. 7 (28 Juni 2023).
- Reuse of Discharged Soil from Slurry Shield Tunnel Construction as Synchronous Grouting Material. In: Journal of Construction Engineering and Management, v. 148, n. 2 (Februar 2022). (2022):
- Undrained compressibility characteristics and pore pressure calculation model of foam-conditioned sand. In: Tunnelling and Underground Space Technology, v. 118 (Dezember 2021). (2021):
- Soil Conditioning for EPB Shield Tunneling in Argillaceous Siltstone with High Content of Clay Minerals: Case Study. In: International Journal of Geomechanics, v. 17, n. 4 (April 2017). (2017):
- Stress Responses Associated with Earth Pressure Balance Shield Tunneling in Dry Granular Ground Using the Discrete-Element Method. In: International Journal of Geomechanics, v. 19, n. 7 (Juli 2019). (2019):
- Optimal formulation design of polymer-modified cement based grouting material for loose deposits. In: Construction and Building Materials, v. 261 (November 2020). (2020):
- Pre-grouting reinforcement of underwater karst area for shield tunneling passing through Xiangjiang River in Changsha, China. In: Tunnelling and Underground Space Technology, v. 100 (Juni 2020). (2020):
- Postliquefaction behavior of low-plasticity silt at various degrees of reconsolidation. In: Soil Dynamics and Earthquake Engineering, v. 75 (August 2015). (2015):
- Postcyclic behavior of low-plasticity silt with limited excess pore pressures. In: Soil Dynamics and Earthquake Engineering, v. 54 (November 2013). (2013):
- Numerical Examination of EPB Shield Tunneling–Induced Responses at Various Discharge Ratios. In: Journal of Performance of Constructed Facilities (ASCE), v. 33, n. 3 (Juni 2019). (2019):
- Tangential Adhesion Strength between Clay and Steel for Various Soil Softnesses. In: Journal of Materials in Civil Engineering (ASCE), v. 31, n. 5 (Mai 2019). (2019):
- Numerical analysis of framed building response to tunnelling induced ground movements. In: Engineering Structures, v. 158 (März 2018). (2018):
- Performance of Supporting Structures of a Single-Floor Three-Span Metro Station during Column-Drift Tunneling in Dry Sandy Ground. In: Journal of Performance of Constructed Facilities (ASCE), v. 32, n. 3 (Juni 2018). (2018):