- Theoretical Solutions for Forecasting the Response of the Existing Pipeline Induce by Tunneling underneath. Dans: Advances in Civil Engineering, v. 2024 (janvier 2024). (2024):
- Semianalytical Method for Controlling the Deformation of Retaining Structures Subjected to Asymmetrical Loads. Dans: International Journal of Geomechanics, v. 24, n. 4 (avril 2024). (2024):
- Simplified Theoretical Prediction for Lateral Deformation of a Diaphragm Wall Using the General Third-Order Plate Theory. Dans: International Journal of Geomechanics, v. 23, n. 11 (novembre 2023). (2023):
- Seismic performance and fragility of two-story and three-span underground structures using a random forest model and a new damage description method. Dans: Tunnelling and Underground Space Technology, v. 135 (mai 2023). (2023):
- 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):
- 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):
- Numerical Investigation on Instability of Buildings Caused by Adjacent Deep Excavation. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 35, n. 5 (octobre 2021). (2021):
- Performance Evaluation of Long Pipe Roof for Tunneling below Existing Highway Based on Field Tests and Numerical Analysis: Case Study. Dans: International Journal of Geomechanics, v. 17, n. 9 (septembre 2017). (2017):
- 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):
- Seismic Performance Levels of a Large Underground Subway Station in Different Soil Foundations. Dans: Journal of Earthquake Engineering, v. 25, n. 14 (octobre 2019). (2019):
- Seismic response and damage of underground subway station in a slightly sloping liquefiable site. Dans: Bulletin of Earthquake Engineering, v. 17, n. 11 (juillet 2019). (2019):
- Response of open-end pipe piles to vertical dynamic load considering the effects of soil plug and soil disturbance during driving. Dans: Soil Dynamics and Earthquake Engineering, v. 125 (octobre 2019). (2019):
- Three-dimensional simulation of track on poroelastic half-space vibrations due to a moving point load. Dans: Soil Dynamics and Earthquake Engineering, v. 30, n. 10 (octobre 2010). (2010):
- Torsional response of pile embedded in a poroelastic medium. Dans: Soil Dynamics and Earthquake Engineering, v. 26, n. 12 (décembre 2006). (2006):
- Validity of fully drained, fully undrained and u–p formulations for modeling a poroelastic half-space under a moving harmonic point load. Dans: Soil Dynamics and Earthquake Engineering, v. 42 (novembre 2012). (2012):
- Three-dimensional analyses of dynamic responses of track–ground system subjected to a moving train load. Dans: Computers & Structures, v. 86, n. 7-8 (avril 2008). (2008):