- (2022): Impact of Seepage on the Underground Water Level in a Complex Soil-Water-Structure System. In: Advances in Civil Engineering, v. 2022 (January 2022).
- Predicting longitudinal tunnel deformation due to deep excavation-induced ground movement. In: Tunnelling and Underground Space Technology, v. 131 (January 2023). (2023):
- Hybrid Approach for Rigid Piled-Raft Foundations Subjected to Coupled Loads in Layered Soils. In: International Journal of Geomechanics, v. 17, n. 5 (May 2017). (2017):
- Hybrid Method for Predicting the Response of a Pile-Raft Foundation to Adjacent Braced Excavation. In: International Journal of Geomechanics, v. 20, n. 4 (April 2020). (2020):
- Behavior of a Structured Piled Beam–Slab Foundation for a Wind Turbine under Multidirectional Loads in Sand. In: International Journal of Geomechanics, v. 21, n. 3 (March 2021). (2021):
- Small strain based method for predicting three-dimensional soil displacements induced by braced excavation. In: Tunnelling and Underground Space Technology, v. 52 (February 2016). (2016):
- Tunnelling effects on lateral behavior of pile rafts in layered soil. In: Tunnelling and Underground Space Technology, v. 28 (March 2012). (2012):