Guanlin Ye 
- (2023): Influence of Static and Repeated Surface Surcharge Loadings on Tunnel Displacement Considering Small-Strain Stiffness of Soft Clay. Dans: KSCE Journal of Civil Engineering, v. 28, n. 2 (décembre 2023).
- (2024): Shear rate effect on clay-structure interface strength properties in various interface boundary conditions. Dans: Soil Dynamics and Earthquake Engineering, v. 177 (février 2024).
- (2023): Numerical investigation on the effect of initial water content on dynamic responses of unsaturated sandy and clayey embankments. Dans: Soil Dynamics and Earthquake Engineering, v. 173 (octobre 2023).
- (2023): Optimize characteristic value of SPT for seismic design of offshore wind turbines in liquefiable soils by stochastic models. Dans: Soil Dynamics and Earthquake Engineering, v. 172 (septembre 2023).
- (2023): Model tests on static/seismic behavior of three-hinged multi-arch culvert constructed using different embankment processes. Dans: Tunnelling and Underground Space Technology, v. 138 (août 2023).
- (2022): Estimation of horizontal bearing capacity of mat foundation on structured and over-consolidated clays under cyclic wave loads. Dans: Soil Dynamics and Earthquake Engineering, v. 161 (octobre 2022).
- (2022): Response of suction bucket foundation subjected to wind and earthquake loads on liquefiable sandy seabed. Dans: Soil Dynamics and Earthquake Engineering, v. 160 (septembre 2022).
- (2022): Modeling of monotonic and cyclic behaviors of sand under small and normal confining stresses. Dans: Soil Dynamics and Earthquake Engineering, v. 156 (mai 2022).
- (2022): 1g model test of piled-raft foundation subjected to vibration load and its simulation considering small confining stress. Dans: Soil Dynamics and Earthquake Engineering, v. 156 (mai 2022).
- (2018): Elastoplastic Model for Overconsolidated Clays with Focus on Volume Change under General Loading Conditions. Dans: International Journal of Geomechanics, v. 18, n. 3 (mars 2018).
- (2019): Liquefaction-Induced Buckling Failure of Group-Pile Foundation and Countermeasure by Partial Ground Improvement. Dans: International Journal of Geomechanics, v. 19, n. 5 (mai 2019).
- (2007): Experiment and Numerical Simulation of Repeated Liquefaction-Consolidation of Sand. Dans: Soils and Foundations, v. 47, n. 3 (juin 2007).
- (2007): Test on Soft Sedimentary Rock Under Different Loading Paths and its Interpretation. Dans: Soils and Foundations, v. 47, n. 5 (octobre 2007).
- (2014): Modification of thermo-elasto-viscoplastic model for soft rock and its application to THM analysis of heating tests. Dans: Soils and Foundations, v. 54, n. 2 (avril 2014).
- (2012): Seismic evaluation of soil–foundation–superstructure system considering geometry and material nonlinearities of both soils and structures. Dans: Soils and Foundations, v. 52, n. 2 (avril 2012).
- (2020): Evaluation of the effects of initial deviatoric stress and cyclic stress amplitude on liquefaction potential of loose and medium-dense sands: An energy-based method. Dans: Soil Dynamics and Earthquake Engineering, v. 136 (septembre 2020).
- (2020): A miniature triaxial apparatus for investigating the micromechanics of granular soils with in situ X-ray micro-tomography scanning. Dans: Frontiers of Structural and Civil Engineering, v. 14, n. 2 (mars 2020).
- (2015): Pre-shear effect on liquefaction resistance of a Fujian sand. Dans: Soil Dynamics and Earthquake Engineering, v. 77 (octobre 2015).
- (2017): Settlement mechanism of piled-raft foundation due to cyclic train loads and its countermeasure. Dans: Earthquake Engineering and Engineering Vibration, v. 16, n. 3 (juillet 2017).
- (2018): Seismic behavior of breakwaters on complex ground by numerical tests: Liquefaction and post liquefaction ground settlements. Dans: Earthquake Engineering and Engineering Vibration, v. 17, n. 2 (avril 2018).
- (2019): Prediction of the initial point of the last cycle in undrained cyclic triaxial tests on flow liquefaction. Dans: Soil Dynamics and Earthquake Engineering, v. 120 (mai 2019).
- (2017): Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground. Dans: Tunnelling and Underground Space Technology, v. 66 (juin 2017).
- (2017): 3D dynamic analysis of the soil–foundation–superstructure system considering the elastoplastic finite deformation of both the soil and the superstructure. Dans: Bulletin of Earthquake Engineering, v. 16, n. 5 (novembre 2017).
- (2011): Unified description of sand behavior. Dans: Frontiers of Architecture and Civil Engineering in China, v. 5, n. 2 (mai 2011).
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