Wenhai Ke
- Kinematic response of a pile within a soil slope to SH wave excitation. Dans: Soil Dynamics and Earthquake Engineering, v. 183 (août 2024). (2024):
- Utilization of Horizontally Buried Hollow Pipes for Ground Vibration Mitigation in Public Transport Infrastructure: Innovative Technique. Dans: International Journal of Geomechanics, v. 22, n. 12 (décembre 2022). (2022):
- Analytical approach for kinematic FCRW–soil interaction in multi–layered soil under earthquake loads. Dans: Soil Dynamics and Earthquake Engineering, v. 162 (novembre 2022). (2022):
- Novel Open Trench Techniques in Mitigating Ground-Borne Vibrations due to Traffic under a Wide Range of Ground Conditions. Dans: International Journal of Geomechanics, v. 22, n. 6 (juin 2022). (2022):
- New Technique for Ground Vibration Mitigation by Horizontally Buried Hollow Pipes. Dans: International Journal of Geomechanics, v. 21, n. 7 (juillet 2021). (2021):
- A simple closed-form solution for kinematic responses of retaining wall incorporating the effects of shear stiffness of soils. Dans: Soil Dynamics and Earthquake Engineering, v. 134 (juillet 2020). (2020):
- Assessing physical mechanisms related to kinematic soil-pile interaction. Dans: Soil Dynamics and Earthquake Engineering, v. 114 (novembre 2018). (2018):
- A closed-form solution for kinematic bending of end-bearing piles. Dans: Soil Dynamics and Earthquake Engineering, v. 103 (décembre 2017). (2017):