Xiao-ling Zhang
- Study on different reinforcement methods of inclined liquefiable site. In: Soil Dynamics and Earthquake Engineering, v. 176 (January 2024). (2024):
- Study on seismic response difference of horizontal and inclined liquefied site-pile-structure. In: Soil Dynamics and Earthquake Engineering, v. 175 (December 2023). (2023):
- Effects of different test methods on the seismic dynamic response in inclined liquefiable soil. In: Soil Dynamics and Earthquake Engineering, v. 170 (July 2023). (2023):
- Influence analysis of overlying soil layer to seismic behavior of inclined liquefiable soil and pile interaction system. In: Soil Dynamics and Earthquake Engineering, v. 169 (June 2023). (2023):
- Reliability analysis of horizontally loaded pile considering spatial variability of soil parameters. In: Soil Dynamics and Earthquake Engineering, v. 143 (April 2021). (2021):
- An analysis method for lateral capacity of pile foundation under existing vertical loads. In: Soil Dynamics and Earthquake Engineering, v. 142 (March 2021). (2021):
- Biaxial compression test and application considering interparticle rolling resistance and particle shape effects. In: Soil Dynamics and Earthquake Engineering, v. 139 (December 2020). (2020):
- Study on the corrected hyperbolic model of liquefaction evaluation for fine-grained sand. In: Soil Dynamics and Earthquake Engineering, v. 139 (December 2020). (2020):
- Liquefaction analysis on a seabed under combined wave and current loadings. In: Proceedings of the Institution of Civil Engineers - Maritime Engineering, v. 170, n. 7 (December 2017). (2017):