AbstractThe sacral complex of the Valle dei Templi in Agrigento, belonging to the UNESCO Heritage Site List, stands over the crest of a stiff calcarenite bench, which overlies a layer of partially saturated carbonate sand. The retrogression of slopes and toppling phenomena that have occurred in the past, caused by the undermining combined with the discontinuity pattern, threaten some of the more relevant archaeological structures. Recent studies identified an open and metastable structure, typical of collapsible soils, for the sand layer under the calcarenite bench. In the sandy collapsible layer, significant vertical strains occur rapidly when the water content changes locally, decreasing suction and causing differential settlement and an ...
AbstractThis paper deals with the numerical analysis of tunnelling-induced settlements on concrete f...
AbstractStructural response to earthquakes has to be definitely considered a multidisciplinary subje...
AbstractThis study focuses on the comparison between two similar hydraulic excavators: (i) a traditi...
AbstractThe note presents the results of an experimental research study on the behaviour of a clayey...
AbstractA freely supported bending specimen momentarily disengages from the anvils during the impact...
AbstractThis short paper illustrates some theoretical aspects concerning the accuracy and reliabilit...
AbstractA 1-D thermomechanical model aimed to represent the behavior of Ni-rich ultrafine grained Ni...
AbstractThis research paper deals with the standardization of the Lime Mortar used in the rehabilita...
AbstractThe physico-chemical parameters of the Fluvisols that have developed in long-term deposited ...
AbstractThe El Mashar Unit of Triassic-Quaternary successions from limestone deposit of Cement Lafar...
AbstractThis paper is devoted to the study of a conglomerate rock formation (Molare Formation) outcr...
AbstractThe paper describes the geotechnical model of a coastal flat area facing the Adriatic Sea, b...
AbstractCuriosity about how the ancestors in Nusantara pass on local wisdom in their harmonize with ...
AbstractTime dependent shear displacements in clay soils under constant effective stresses can also ...
AbstractThere is empirical evidence that project sphere has not been valued appropriately in many or...
AbstractThis paper deals with the numerical analysis of tunnelling-induced settlements on concrete f...
AbstractStructural response to earthquakes has to be definitely considered a multidisciplinary subje...
AbstractThis study focuses on the comparison between two similar hydraulic excavators: (i) a traditi...
AbstractThe note presents the results of an experimental research study on the behaviour of a clayey...
AbstractA freely supported bending specimen momentarily disengages from the anvils during the impact...
AbstractThis short paper illustrates some theoretical aspects concerning the accuracy and reliabilit...
AbstractA 1-D thermomechanical model aimed to represent the behavior of Ni-rich ultrafine grained Ni...
AbstractThis research paper deals with the standardization of the Lime Mortar used in the rehabilita...
AbstractThe physico-chemical parameters of the Fluvisols that have developed in long-term deposited ...
AbstractThe El Mashar Unit of Triassic-Quaternary successions from limestone deposit of Cement Lafar...
AbstractThis paper is devoted to the study of a conglomerate rock formation (Molare Formation) outcr...
AbstractThe paper describes the geotechnical model of a coastal flat area facing the Adriatic Sea, b...
AbstractCuriosity about how the ancestors in Nusantara pass on local wisdom in their harmonize with ...
AbstractTime dependent shear displacements in clay soils under constant effective stresses can also ...
AbstractThere is empirical evidence that project sphere has not been valued appropriately in many or...
AbstractThis paper deals with the numerical analysis of tunnelling-induced settlements on concrete f...
AbstractStructural response to earthquakes has to be definitely considered a multidisciplinary subje...
AbstractThis study focuses on the comparison between two similar hydraulic excavators: (i) a traditi...