代表性论文:
1. Wu, T., Cai, Y., Guo, L., Wang, J., 2017. Influence of shear stress level on deformation behaviour of undisturbed soft clay under traffic loading [J]. Engineering Geology 228.(SCI, Q1, IF=7.14)
2. Wu, T., Han, J., Cai, Y., Guo, L., Wang, J., 2021. Relationship between monotonic and cyclic behavior of saturated soft clay in undrained triaxial compression tests. Canadian Geotechnical Journal 99, 1812–1824. (SCI, Q2, ZJUTtop100, IF=4.64)
3. Wu, T., Jin, H., Guo, L., Sun, H., Tong, J., Jiang, Y., Wei, P., 2022. Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency. Soil Dynamics and Earthquake Engineering 152, 107023. (SCI, Q2, IF=3.89)
4. Wu, T., Zhang, T., Gu, C., Wang, J., Cai, Y., Sun, H., Yuan, Z., 2022. Cyclic Behavior of Saturated Clays in Plane Strain State. Journal of Geotechnical and Geoenvironmental Engineering 148, 04021172. (SCI, Q1, ZJUTtop100, IF=4.55)
5. Wu, T., Tong, J., Sun, H., Yuan, Z., and Guo, L.. Common characteristics between cyclic behaviours at different frequencies and monotonic behaviours of clay. Canadian Geotechnical Journal. 59(9): 1553-1567. (SCI, Q2, ZJUTtop100, IF=4.64)
6. Cai, Y., Wu, T.(导师一作)Guo, L., Wang, J., 2018. Stiffness degradation and plastic strain accumulation of clay under cyclic load with principal stress rotation and deviatoric stress variation. Journal of Geotechnical and Geoenvironmental Engineering 144, 04018021. (SCI, Q1, ZJUTtop100, IF=4.55)
7. Pan, X., Tong, J., Guo, L., Wu, T.(通讯), Yuan, Z., Sun, H., 2022. Effects of principal stress rotation on deformation behaviour of clay under partially drained and undrained conditions. Soil Dynamics and Earthquake Engineering 154, 107159. (SCI, Q2, IF=3.89)
8. Tong, J., Wu, T. (学生一作), Guo, L., Yuan, Z., Jin, H., 2022. Long-term cyclic behavior of soft clay under different variable confining pressures and partially drained conditions. Transportation Geotechnics 100723.(SCI, Q1, IF=3.29)
9. Wang, J., Feng, D., Guo, L., Fu, H., Cai, Y., Wu, T., Shi, L., 2019. Anisotropic and noncoaxial behavior of K 0-consolidated soft clays under stress paths with principal stress rotation. Journal of Geotechnical and Geoenvironmental Engineering 145, 04019036. (SCI, Q1, ZJUTtop100, IF=4.55)
10. Wang, J., Tan, J., Cai, Y., Guo, L., Wu, T., Fu, H., Yuan, G., 2021. Cyclic Behavior of K 0-Consolidated Soft Clay under Stress Paths with Different Major Principal Stress Directions. Journal of Geotechnical and Geoenvironmental Engineering 147, 06021003. (SCI, Q1, ZJUTtop100, IF=4.55)
11. Yuan, Z., Cao, Z., Tang, H., Xu, Y., Wu, T., 2021. Analytical layer element with a circular cavity and its application in predicting ground vibrations from surface and underground moving sources. Computers and Geotechnics 137, 104262. (SCI, Q1, IF=4.96)
12. 伍婷玉,郭林,蔡袁强,王军. 2017, 交通荷载应力路径下K0固结软黏土变形特性试验研究[J]. 岩土工程学报, 39(05):859-867.(EI)