M. F. Bransby
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- A simple rotational spring model for laterally loaded rigid piles in sand. In: Marine Structures, v. 84 (Juli 2022). (2022):
- Rate effects during pipeline upheaval buckling in sand. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 162, n. 5 (Oktober 2009). (2009):
- Centrifuge Modelling of Pile Groups Adjacent to Surcharge Loads. In: Soils and Foundations, v. 37, n. 2 (Juni 1997). (1997):
- The Undrained Vertical Bearing Capacity of Skirted Foundations. In: Soils and Foundations, v. 47, n. 3 (Juni 2007). (2007):
- Climate-change impacts on long-term performance of slopes. In: Proceedings of the Institution of Civil Engineers - Engineering Sustainability, v. 162, n. 2 (Juni 2009). (2009):
- Role of vegetation in sustainability of infrastructure slopes. In: Proceedings of the Institution of Civil Engineers - Engineering Sustainability, v. 162, n. 2 (Juni 2009). (2009):
- Centrifuge modelling of climatic effects on clay embankments. In: Proceedings of the Institution of Civil Engineers - Engineering Sustainability, v. 162, n. 2 (Juni 2009). (2009):
- Simplified approach for design of raft foundations against fault rupture. Part II: soil-structure interaction. In: Earthquake Engineering and Engineering Vibration, v. 7, n. 2 (Juni 2008). (2008):
- Simplified approach for design of raft foundations against fault rupture. Part I: free-field. In: Earthquake Engineering and Engineering Vibration, v. 7, n. 2 (Juni 2008). (2008):
- Numerical analyses of fault–foundation interaction. In: Bulletin of Earthquake Engineering, v. 6, n. 4 (August 2008). (2008):
- Centrifuge modelling of normal fault–foundation interaction. In: Bulletin of Earthquake Engineering, v. 6, n. 4 (August 2008). (2008):
- Centrifuge modelling of reverse fault–foundation interaction. In: Bulletin of Earthquake Engineering, v. 6, n. 4 (August 2008). (2008):