C. M. Martin
- Combined loading of spudcan foundations on clay: laboratory tests. In: Géotechnique, v. 50, n. 4 (August 2000). (2000):
- Undrained bearing capacity factors for conical footings on clay. In: Géotechnique, v. 53, n. 5 (Juni 2003). (2003):
- Upper-bound analysis of lateral pile capacity in cohesive soil. In: Géotechnique, v. 56, n. 2 (März 2006). (2006):
- Effects of polymer and bentonite support fluids on concrete–sand interface shear strength. In: Géotechnique, v. 64, n. 1 (Januar 2014). (2014):
- Undrained collapse of a shallow plane-strain trapdoor. In: Géotechnique, v. 59, n. 10 (Dezember 2009). (2009):
- Combined loading of spudcan foundations on clay: numerical modelling. In: Géotechnique, v. 51, n. 8 (September 2001). (2001):
- Finite-element modelling for the assessment of tunnel-induced damage to a masonry building. Vorgetragen bei: Tunnelling in the Urban Environment, Géotechnique Symposium, 2017. (2018):
- Finite-element modelling for the assessment of tunnel-induced damage to a masonry building. In: Géotechnique, v. 67, n. 9 (September 2017). (2017):
- Soil-foundation interaction model for the assessment of tunnelling-induced damage to masonry buildings. In: Tunnelling and Underground Space Technology, v. 119 (Januar 2022). (2022):
- Development and application of force resultant models describing jack-up foundation behaviour. In: Marine Structures, v. 17, n. 3-4 (Mai 2004). (2004):
- Comparison of unit cell-based computational methods for predicting the strength of wood. In: Engineering Structures, v. 141 (Juni 2017). (2017):