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