B. M. Lehane
- Numerical derivation of CPT-based p–y curves for piles in sand. Dans: Géotechnique, v. 64, n. 3 (mars 2014). (2014):
- Scale effects on tension capacity for rough piles buried in dense sand. Dans: Géotechnique, v. 55, n. 10 (décembre 2005). (2005):
- Friction fatigue on displacement piles in sand. Dans: Géotechnique, v. 54, n. 10 (décembre 2004). (2004):
- Base Resistance of Jacked Pipe Piles in Sand. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 127, n. 6 (juin 2001). (2001):
- Mechanisms of Shaft Friction in Sand from Instrumented Pile Tests. Dans: Journal of Geotechnical Engineering (ASCE), v. 119, n. 1 (janvier 1993). (1993):
- Improved Performance of Monopiles When Combined with Footings for Tower Foundations in Sand. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 140, n. 7 (juillet 2014). (2014):
- Uplift Performance of Transmission Tower Foundations Embedded in Clay. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 134, n. 4 (avril 2008). (2008):
- Lateral soil stiffness adjacent to deep integral bridge abutments. Dans: Géotechnique, v. 61, n. 7 (juillet 2011). (2011):
- A simple rotational spring model for laterally loaded rigid piles in sand. Dans: Marine Structures, v. 84 (juillet 2022). (2022):
- Relationships between shaft capacity of driven piles and CPT end resistance. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 143, n. 2 (avril 2000). (2000):
- Vertically loaded shallow foundation on soft clayey silt. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 156, n. 1 (janvier 2003). (2003):
- Pipe pile installation effects in soft clay. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 159, n. 4 (octobre 2006). (2006):
- Uplift of shallow foundations with cement-stabilised backfill. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 161, n. 2 (mai 2008). (2008):
- Simplified elastic model for restraining effects of backfill soil on integral bridges. Dans: Computers & Structures, v. 73, n. 1-5 (octobre 1999). (1999):