Guangli Xu
- Surface Settlement of Shallow Shield Tunneling: Face Pressure, Tail-Void Grouting Pressure, and Grout Volume. In: International Journal of Geomechanics, v. 24, n. 6 (Juni 2024). (2024):
- Numerical investigation of the installation process and bearing capacity of circular helicoid piles in undrained clay. In: Soils and Foundations, v. 64, n. 1 (Februar 2024). (2024):
- Model testing study on engineering performances of circular helicoid piles during the whole process of installation and bearing in sandy soil. In: Soils and Foundations, v. 62, n. 3 (Juni 2022). (2022):
- A New Composite Foundation Of Steel Pile With Soil Improved. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 686 (September 2001). (2001):
- (2021): Stability Assessment of High and Steep Cutting Rock Slopes with the SSPC Method. In: Advances in Civil Engineering, v. 2021 (Januar 2021).
- Self-boring in situ shear pressuremeter testing of clay from Dalian Bay, China. In: Soils and Foundations, v. 58, n. 5 (Oktober 2018). (2018):
- Horizontal directional drilling pulling forces prediction methods – A critical review. In: Tunnelling and Underground Space Technology, v. 69 (Oktober 2017). (2017):
- Numerical simulation of pipe-soil interaction during pulling back phase in horizontal directional drilling installations. In: Tunnelling and Underground Space Technology, v. 76 (Juni 2018). (2018):