Finite Element Modelling of Seismic Performance of an Excavation Supported by Propped Diaphragm Walls in a Natural Structured Clay Soil
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-34761-0_66
Reference14 articles.
1. Conti, R., Madabhushi, S.P.G., Viggiani, G.M.B.: On the behaviour of flexible retaining walls under seismic actions. Géotechnique 62(12), 1081–1094 (2012)
2. Conti, R., Viggiani, G.M.B., Burali d’Arezzo, F.: Some remarks on the seismic behaviour of embedded cantilevered retaining walls. Géotechnique 64(1), 40–50 (2014)
3. Oliynyk, K., Conti, R., Viggiani, G., Tamagnini, C.: A generalised Newmark method with displacement hardening for the prediction of seismically induced permanent deformations of diaphragm walls. Géotechnique (2022). https://doi.org/10.1680/jgeot.21.00022
4. Cattoni, E., Tamagnini, C.: On the seismic response of a propped rc diaphragm wall in a saturated clay. Acta Geotech. 15(4), 847–865 (2020)
5. Mašín, D.: A hypoplastic constitutive model for clays. Int. J. Numer. Anal. Meth. Geomech. 29(4), 311–336 (2005)
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