RongJun Zhang
- Dynamic prediction of over-excavation gap due to posture adjustment of shield machine in soft soil. In: Underground Space, v. 16 (Juni 2024). (2024):
- Strength Development Behavior of Cement-Treated Mud with Emphasis on Early-Stage Performance. In: International Journal of Geomechanics, v. 23, n. 9 (September 2023). (2023):
- An analytical method for predicting equivalent gap parameter induced by 3D deformation at the face of shield tunnel in soft clay. In: Tunnelling and Underground Space Technology, v. 130 (Dezember 2022). (2022):
- Automatic Safety Evaluation and Visualization of Subway Station Excavation Based on Bim-fem/fdm Integrated Technology. In: Journal of Civil Engineering and Management, v. 28, n. 4 (8 März 2022). (2022):
- Probabilistic analysis of subway station excavation based on BIM-RF integrated technology. In: Automation in Construction, v. 135 (März 2022). (2022):
- New method for using N-(N-butyl)-thiophosphoric triamide to improve the effect of microbial induced carbonate precipitation. In: Construction and Building Materials, v. 313 (Dezember 2021). (2021):
- (2021): Microscale Mineral and Pore Structure Characterization of the Low-Permeability Sandstone in the Ordos Basin, China. In: Advances in Civil Engineering, v. 2021 (Januar 2021).
- Performance of a Combined Retaining Wall Structure Supporting a High Embankment on a Steep Slope: Case Study. In: International Journal of Geomechanics, v. 20, n. 6 (Juni 2020). (2020):
- Active Earth Pressure on Rigid Retaining Walls Built Near Rock Faces. In: International Journal of Geomechanics, v. 20, n. 6 (Juni 2020). (2020):
- An empirical model for characterizing 3D deformation at the face of shield tunnel in soft clay. In: Tunnelling and Underground Space Technology, v. 112 (Juni 2021). (2021):
- Analysis of excavation-induced responses of loaded pile foundations considering unloading effect. In: Tunnelling and Underground Space Technology, v. 26, n. 2 (März 2011). (2011):
- Resistance of large caisson in floating transport considering the influence of air. In: Frontiers of Architecture and Civil Engineering in China, v. 4, n. 3 (August 2010). (2010):
- Responses of piles subjected to excavation-induced vertical soil movement considering unloading effect and interfacial slip characteristics. In: Tunnelling and Underground Space Technology, v. 36 (Juni 2013). (2013):