Xiaonan Gong
- Random analysis method for nonlinear interaction between shield tunnel and spatially variable soil. In: Computers and Geotechnics, v. 166 (Februar 2024). (2024):
- Predicting the strut forces of the steel supporting structure of deep excavation considering various factors by machine learning methods. In: Underground Space, v. 18 (Oktober 2024). (2024):
- Displacement and force analyses of piles in the pile-caisson composite structure under eccentric inclined loading considering different stratum features. In: Frontiers of Structural and Civil Engineering, v. 17, n. 10 (Oktober 2023). (2023):
- Machine learning models for predicting rock fracture toughness at different temperature conditions. In: Case Studies in Construction Materials, v. 19 (Dezember 2023). (2023):
- Analytical method for predicting tunnel heave due to overlying excavation considering spatial effect. In: Tunnelling and Underground Space Technology, v. 138 (August 2023). (2023):
- Analysis of observed performance of a deep excavation straddled by shallowly buried pressurized pipelines and underneath traversed by planned tunnels. In: Tunnelling and Underground Space Technology, v. 132 (Februar 2023). (2023):
- Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis. In: Journal of Bridge Engineering (ASCE), v. 27, n. 12 (Dezember 2022). (2022):
- Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou. In: Underground Space, v. 7, n. 2 (April 2022). (2022):
- Behaviours of existing shield tunnels due to tunnelling underneath considering asymmetric ground settlements. In: Underground Space, v. 7, n. 5 (Oktober 2022). (2022):
- Numerical study on full-field stress evolution and acoustic emission characteristics of rocks containing three parallel pre-existing flaws under uniaxial compression. In: European Journal of Environmental and Civil Engineering, v. 27, n. 1 (November 2020). (2020):
- Probabilistic analysis for twin tunneling-induced longitudinal responses of existing shield tunnel. In: Tunnelling and Underground Space Technology, v. 120 (Februar 2022). (2022):
- Minimum cover depth estimation for underwater shield tunnels. In: Tunnelling and Underground Space Technology, v. 115 (September 2021). (2021):
- (2021): Analysis of Lateral Displacement Law of Deep Foundation Pit Support in Soft Soil Based on Improved MSD Method. In: Advances in Civil Engineering, v. 2021 (Januar 2021).
- (2021): Ground Deformation Characteristics Induced by Mechanized Shield Twin Tunnelling along Curved Alignments. In: Advances in Civil Engineering, v. 2021 (Januar 2021).
- Model tests comparing the behavior of pre-bored grouted planted piles and a wished-in-place concrete pile in dense sand. In: Soils and Foundations, v. 59, n. 1 (Februar 2019). (2019):
- Characteristics and Countermeasures of Tunnel Heave due to Large-Diameter Shield Tunneling Underneath. In: Journal of Performance of Constructed Facilities (ASCE), v. 34, n. 1 (Februar 2020). (2020):
- Remediation of Damaged Shield Tunnel Using Grouting Technique: Serviceability Improvements and Prevention of Potential Risks. In: Journal of Performance of Constructed Facilities (ASCE), v. 33, n. 6 (Dezember 2019). (2019):
- (2019): Investigation of Three-Dimensional Deformation Behavior due to Long and Large Excavation in Soft Clays. In: Advances in Civil Engineering, v. 2019 ( 2019).
- Longitudinal dynamic response of pile foundation in a nonuniform initial strain field. In: KSCE Journal of Civil Engineering, v. 19, n. 6 (Dezember 2014). (2014):