David Masin 
- (2024): Repercussion of Overshooting Effects on Elemental and Finite-Element Simulations. In: International Journal of Geomechanics, v. 24, n. 3 (März 2024).
- (2024): Prediction of California bearing ratio and modified proctor parameters using deep neural networks and multiple linear regression: A case study of granular soils. In: Case Studies in Construction Materials, v. 20 (Juli 2024).
- (2023): Excavation of Komořany Tunnel in Sand: A Case Study. In: International Journal of Geomechanics, v. 23, n. 8 (August 2023).
- (2009): 3D Modeling of an NATM Tunnel in High K0 Clay Using Two Different Constitutive Models. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 135, n. 9 (September 2009).
- (2009): Comparison of Predictive Capabilities of Selected Elasto-Plastic and Hypoplastic Models for Structured Clays. In: Soils and Foundations, v. 49, n. 3 (Juni 2009).
- (2016): Gravity-induced stress as a factor reducing decay of sandstone monuments in Petra, Jordan. In: Journal of Cultural Heritage, v. 19, n. 3 (Mai 2016).
- (2011): Comparison of displacement field predicted by 2D and 3D finite element modelling of shallow NATM tunnels in clays. In: geotechnik, v. 34, n. 2 ( 2011).
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