Jinjian Chen
- Effect of loading frequency and cyclic stress ratio on undrained cyclic behaviors of clay-structure interface with various overconsolidation ratios. In: Soil Dynamics and Earthquake Engineering, v. 183 (August 2024). (2024):
- A spatiotemporal feature fusion-based deep learning framework for synchronous prediction of excavation stability. In: Tunnelling and Underground Space Technology, v. 147 (Mai 2024). (2024):
- Shear rate effect on clay-structure interface strength properties in various interface boundary conditions. In: Soil Dynamics and Earthquake Engineering, v. 177 (Februar 2024). (2024):
- Numerical investigation of soil dynamic response during high-frequency vibratory pile driving in saturated soil. In: Soil Dynamics and Earthquake Engineering, v. 173 (Oktober 2023). (2023):
- Time series clustering-enabled geological condition perception in tunnel boring machine excavation. In: Automation in Construction, v. 153 (September 2023). (2023):
- Dynamic and explainable deep learning-based risk prediction on adjacent building induced by deep excavation. In: Tunnelling and Underground Space Technology, v. 140 (Oktober 2023). (2023):
- Unified Expression of Rotational Hardening in Clay Plasticity. In: International Journal of Geomechanics, v. 16, n. 6 (Dezember 2016). (2016):
- Method for Estimating the Degree of Improvement in Soil between Adjacent Tamping Locations under Dynamic Compaction. In: International Journal of Geomechanics, v. 19, n. 12 (Dezember 2019). (2019):
- (2020): Re-liquefaction of Sand in Shaking Table. In: IOP Conference Series: Materials Science and Engineering, v. 758 (Februar 2020).
- Numerical simulation of spudcan-soil interaction using an improved smoothed particle hydrodynamics (SPH) method. In: Marine Structures, v. 66 (Juli 2019). (2019):