Hydromechanical behavior of an embankment during inundation von Rotisciani, G.M, Casini, F, Desideri, A, Sciarra, G

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Design, construction, and monitoring of a building with deep basements in Rome von Rotisciani, G.M, Miliziano, S, Sacconi, S

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Unsaturated structured soils: constitutive modelling and stability analyses von Rotisciani, G. M., Desideri, A., Amorosi, A.

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Numerical investigation of the behaviour of hydraulically dredged fine-grained soils during and after filling of the containment facility of the port of Gaeta von de Lillis, A., Rotisciani, G.M., Miliziano, S.

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Hydro-mechanical response of collapsible soils under different infiltration events von Rotisciani, G. M., Sciarra, G., Casini, F., Desideri, A.

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Guidelines for Calibration and Use of the Severn-Trent Sand Model in Modeling Cantilevered Wall-Supported Excavations von Rotisciani, G. M, Miliziano, S

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Hydro-mechanical response of collapsible soils under different infiltration events: HYDRO-MECHANICAL RESPONSE OF COLLAPSIBLE SOILS UNDER INFILTRATION von Rotisciani, G. M., Sciarra, G., Casini, F., Desideri, A.

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Numerical Study of Laterally Loaded Pile in Unsaturated Soils von Lalicata, L. M., Rotisciani, G. M., Desideri, A., Casini, F., Thorel, L.

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Time Evolution of the Height of Dredged Mud in a Containment Facility: A Comparison Between Monitoring Data and Numerical Predictions von de Lillis, A., Rotisciani, G. M., Miliziano, S.

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Calibration of an Advanced Constitutive Model Through Direct Shear Test Results von Rotisciani, G. M., Natu, E., de Lillis, A., Sebastiani, D., Miliziano, Salvatore

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