M. Rouainia
- A kinematic hardening constitutive model for natural clays with loss of structure. Dans: Géotechnique, v. 50, n. 2 (avril 2000). (2000):
- Analysis of tunnel excavation in London Clay incorporating soil structure. Dans: Géotechnique, v. 62, n. 12 (décembre 2012). (2012):
- A new low carbon cementitious binder for stabilising weak ground conditions through deep soil mixing. Dans: Soils and Foundations, v. 56, n. 6 (décembre 2016). (2016):
- Numerical modelling of climate effects on slope stability. Dans: Proceedings of the Institution of Civil Engineers - Engineering Sustainability, v. 162, n. 2 (juin 2009). (2009):
- Control Variate Approach for Efficient Stochastic Finite-Element Analysis of Geotechnical Problems. Dans: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 4, n. 3 (septembre 2018). (2018):
- Cyclic performance of a monopile in spatially variable clay using an advanced constitutive model. Dans: Soil Dynamics and Earthquake Engineering, v. 140 (janvier 2021). (2021):
- Small to large strain mechanical behaviour of an alluvium stabilised with low carbon secondary minerals. Dans: Construction and Building Materials, v. 232 (janvier 2020). (2020):
- Deformation mechanisms for offshore monopile foundations accounting for cyclic mobility effects. Dans: Soil Dynamics and Earthquake Engineering, v. 97 (juin 2017). (2017):
- Numerical analysis of deformation behaviour of quay walls under earthquake loading. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 3 (mars 2009). (2009):
- Finite element analysis of laterally loaded fin piles. Dans: Computers & Structures, v. 88, n. 21-22 (novembre 2010). (2010):
- A probabilistic approach to the ultimate capacity of skirted foundations in spatially variable clay. Dans: Structural Safety, v. 65 (mars 2017). (2017):