Jiangwei Shi
- Elasto-plastic solution for tunnelling-induced nonlinear responses of overlying jointed pipelines in sand. In: Tunnelling and Underground Space Technology, v. 152 (October 2024). (2024):
- Deformation mechanisms of an existing pipeline due to progressively passive instability of tunnel face: Physical and numerical investigations. In: Tunnelling and Underground Space Technology, v. 150 (August 2024). (2024):
- Physical modeling of the influence of tunnel active face instability on existing pipelines. In: Tunnelling and Underground Space Technology, v. 140 (October 2023). (2023):
- Three-Dimensional Centrifuge Modeling of Ground and Pipeline Response to Tunnel Excavation. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 142, n. 11 (November 2016). (2016):
- Three-dimensional numerical parametric study of the influence of basement excavation on existing tunnel. In: Computers and Geotechnics, v. 63 (January 2015). (2015):
- Investigation of geometric effects on three-dimensional tunnel deformation mechanisms due to basement excavation. In: Computers and Geotechnics, v. 106 (February 2019). (2019):
- Effects of construction sequence of double basement excavations on an existing floating pile. In: Tunnelling and Underground Space Technology, v. 119 (January 2022). (2022):
- Field investigation of the influence of basement excavation and dewatering on ground and structure responses. In: Tunnelling and Underground Space Technology, v. 117 (November 2021). (2021):
- Three-dimensional centrifuge modeling of the influence of side-by-side twin tunneling on a piled raft. In: Tunnelling and Underground Space Technology, v. 103 (September 2020). (2020):
- Effects of overconsolidation ratio on tunnel responses due to overlying basement excavation in clay. In: Tunnelling and Underground Space Technology, v. 97 (March 2020). (2020):
- Centrifuge modeling of tunneling-induced ground surface settlement in sand. In: Underground Space, v. 4, n. 4 (December 2019). (2019):
- Numerical parametric study of countermeasures to alleviate basement excavation effects on an existing tunnel. In: Tunnelling and Underground Space Technology, v. 72 (February 2018). (2018):
- simplified method to estimate three-dimensional tunnel responses to basement excavation. In: Tunnelling and Underground Space Technology, v. 62 (February 2017). (2017):
- Numerical Investigation of Pipeline Responses to Tunneling-Induced Ground Settlements in Clay. In: Soil Mechanics and Foundation Engineering, v. 54, n. 5 (November 2017). (2017):
- Interaction between a large-scale triangular excavation and adjacent structures in Shanghai soft clay. In: Tunnelling and Underground Space Technology, v. 50 (August 2015). (2015):