Wutingyu

EDUCATION  

Ph.D., Geotechnical Engineering, Zhejiang University, P.R. China, 2014 – 2019

Visiting Scholar, Department of Civil, Environmental, Architectural Engineering, Kansas University, USA, 2017 – 2018

BS, Urban Underground Engineering, Central South University, P.R. China, 2010 – 2014

WORK / RESEARCH EXPERIENCE  

Postdoctoral fellow, Department of Civil Engineering, Zhejiang University of Technology, Nov. 2019 – Jan. 2022;

Associate Professor, Department of Civil Engineering, Zhejiang University of Technology, June 2022 – present 

RESEARCH INTERESTS  

•Soil dynamics (traffic loading, wave loading, earthquake loading, etc.)

•Geotechnical testing (multi-dimensional stress paths, small-strain testing, etc.)

•Soil mechanics and constitutive

•Construction technology and organization of underground engineering (undergraduate course)

•Geotechnical Engineering (Sino-foreign cooperative undergraduate course,teaching assistant)

•Advanced soil mechanics (graduate course, teaching assistant) 

Graduate Advising (cooperative)

•2 Ph.D. students (2019 – present), 1 graduated

•5 MS students (2020 – present) 

REPRESENTATIVE GRANTS  

•Method of predicting the soil response under long-term cyclic loading by common-used static triaxial testing apparatus, funded by the National Natural Science Foundation of China, No. 52008371. 2021-2023

•Experimental study on the relationship between monotonic and cyclic behavior of soft clays at three-dimensional stress state, funded by the Natural Science Foundation of Zhejiang Province, No. LQ21E080015, 2021-2023 

REPRESENTATIVE PUBLICATIONS

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. Cai, Y., Wu, T., 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)

6. Pan, X., Tong, J., Guo, L., Wu, T. (corresponding), 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)

7. Tong, J., Wu, T., 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)

8. 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)

9. 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)

10. 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)