- Coupling effect of freezing-thawing cycles and dynamic loading on the accumulative deformation and microstructure of foam concrete. Dans: Materials and Structures, v. 57, n. 6 (juillet 2024). (2024):
- Effect of connection modes on seismic responses of a diaphragm wall-subway station system subjected to mainshock-aftershock sequences. Dans: Soil Dynamics and Earthquake Engineering, v. 186 (novembre 2024). (2024):
- Experimental study on cyclic triaxial behaviors of saturated soft soil considering time intermittent and variable confining pressure. Dans: Soil Dynamics and Earthquake Engineering, v. 179 (avril 2024). (2024):
- Rainfall Scouring Mechanism of the High-Speed Railway Subgrade Slope with Coarse-Grained Soil. Dans: Advances in Civil Engineering, v. 2023 (février 2023). (2023):
- Seismic response of subway station subjected to mainshock-aftershock sequences by centrifuge shaking table tests. Dans: Soil Dynamics and Earthquake Engineering, v. 176 (janvier 2024). (2024):
- Seismic behavior of subway station in the soft clay field before and after freeze-thaw cycle. Dans: Soil Dynamics and Earthquake Engineering, v. 175 (décembre 2023). (2023):
- Seismic response analysis of shallowly buried subway station in inhomogeneous clay site. Dans: Soil Dynamics and Earthquake Engineering, v. 171 (août 2023). (2023):
- Investigation of One-dimensional Consolidation of Fractional Derivative Model for Viscoelastic Saturated Soils Caused by the Groundwater Level Change. Dans: KSCE Journal of Civil Engineering, v. 26, n. 12 (septembre 2022). (2022):
- Analysis of electron microscope images of soil pore structure for the study of land subsidence in centrifuge model tests of high-rise building groups. Dans: Engineering Geology, v. 164 (septembre 2013). (2013):
- Land subsidence and pore structure of soils caused by the high-rise building group through centrifuge model test. Dans: Engineering Geology, v. 113, n. 1-4 (mai 2010). (2010):
- Dynamic response and pore pressure model of the saturated soft clay around the tunnel under vibration loading of Shanghai subway. Dans: Engineering Geology, v. 98, n. 3-4 (mai 2008). (2008):
- (2022): Mechanical Properties of Functionally Graded Concrete Lining for Deep Underground Structures. Dans: Advances in Civil Engineering, v. 2022 (janvier 2022).
- Parametric Study of Twin Tunneling Effects on Piled Foundations in Stiff Clay: 3D Finite-Element Approach. Dans: International Journal of Geomechanics, v. 22, n. 6 (juin 2022). (2022):
- Quantitative Analysis of the Microstructures of Deep Silty Clay Subjected to Two Freezing–Thawing Cycles under Subway Vibration Loading. Dans: Journal of Cold Regions Engineering, v. 35, n. 4 (décembre 2021). (2021):
- Influences of train speed on permanent deformation of saturated soft soil under partial drainage conditions. Dans: Soil Dynamics and Earthquake Engineering, v. 133 (juin 2020). (2020):