Xiaonan Gong
- (2023): 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 (October 2023).
- (2023): Machine learning models for predicting rock fracture toughness at different temperature conditions. In: Case Studies in Construction Materials, v. 19 (December 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 (February 2023).
- (2022): 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 (December 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 (October 2022).
- (2020): 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).
- (2022): Probabilistic analysis for twin tunneling-induced longitudinal responses of existing shield tunnel. In: Tunnelling and Underground Space Technology, v. 120 (February 2022).
- (2021): Minimum cover depth estimation for underwater shield tunnels. In: Tunnelling and Underground Space Technology, v. 115 (September 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 (January 2021).
- (2021): Ground Deformation Characteristics Induced by Mechanized Shield Twin Tunnelling along Curved Alignments. In: Advances in Civil Engineering, v. 2021 (January 2021).
- (2019): 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 (February 2019).
- (2020): 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 (February 2020).
- (2019): 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 (December 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).
- (2014): Longitudinal dynamic response of pile foundation in a nonuniform initial strain field. In: KSCE Journal of Civil Engineering, v. 19, n. 6 (December 2014).
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