D. M. Potts
- Studies of the influence of non-linear stress–strain characteristics in soil–structure interaction. Dans: Géotechnique, v. 36, n. 3 (septembre 1986). (1986):
- On the relative merits of simple and advanced constitutive models in dynamic analysis of tunnels. Dans: Géotechnique, v. 61, n. 10 (octobre 2011). (2011):
- Stability of a shallow circular tunnel in cohesionless soil. Dans: Géotechnique, v. 27, n. 2 (juin 1977). (1977):
- Undrained behaviour of brecciated Upper Lias Clay at Empingham Dam. Dans: Géotechnique, v. 57, n. 2 (mars 2007). (2007):
- Twin Tunnel Interaction: Surface and Subsurface Effects. Dans: International Journal of Geomechanics, v. 1, n. 2 (avril 2001). (2001):
- Quadrilateral Isoparametric Shear Deformable Shell Element for Use in Soil-Structure Interaction Problems. Dans: International Journal of Geomechanics, v. 7, n. 1 (janvier 2007). (2007):
- A Structure's Influence on Tunnelling-induced Ground Movements.. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 125, n. 2 (avril 1997). (1997):
- The response of surface structures to tunnel construction. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 159, n. 1 (janvier 2006). (2006):
- Plastic bending of steel sheet piles. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 160, n. 3 (juillet 2007). (2007):
- The use of laboratory derived soil parameters for the prediction of retaining wall behaviour. Présenté pendant: Retaining Structures, Robinson College, Cambridge, 20-23 July 1992. (1993):
- The use of soil berms for temporary support of retaining walls. Présenté pendant: Retaining Structures, Robinson College, Cambridge, 20-23 July 1992. (1993):
- Numerical validation of analytical solutions and their use for equivalent-linear seismic analysis of circular tunnels. Dans: Soil Dynamics and Earthquake Engineering, v. 66 (novembre 2014). (2014):
- Use of Sheet Pile Retaining Walls for Deep Excavations in Stiff Clay. Dans: Proceedings of the Institution of Civil Engineers, v. 88, n. 6 (décembre 1990). (1990):
- Ultimate capacity of a segmental grey cast iron tunnel lining ring subjected to large deformations. Dans: Tunnelling and Underground Space Technology, v. 64 (avril 2017). (2017):