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Titlebook: Engineering Geology for Society and Territory - Volume 8; Preservation of Cult Giorgio Lollino,Daniele Giordan,Claudio Margottini Conferenc

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楼主: 管玄乐团
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Measurement of the Joint Displacement Along Masonry Wall Using Digital Photogrammetry for the Structks/joints along masonry walls will be useful to investigate the deformation of masonry structures. In this study, the newly developed crack/joint deformation measurement system using digital photogrammetry was applied to investigate the structural stability of the Borobudur Temple, Indonesia. In the
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Estimation of Hydraulic Environment Behind the Mogao Grottoes Based on Geophysical Explorations and Mogao Grottoes, which is a World Heritage site, have been seriously damaged by the crystallization of salts. This damage is likely to have been caused by short-term factors such as rainwater and flooding, and a long-term factor, namely, groundwater movement. In order to preserve the grottoes, it is
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Engineering Protection of the Territory, Monitoring and Safeguarding of the Immovable Cultural Heritelopment of the dangerous natural and technogenic processes. The town-building activity without taking into account the geological risk can considerably decrease the effectiveness of the efforts for the heritage conservation. The problem is that to the risk decrease and to increase the heritage stab
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The Acropolis Hill of Athens: Engineering Geological Investigations and Protective Measures for the chanical conditions and the seismicity in relation to the slope stability problems. The hill is covered by limestones of a thickness up to 35 m, underlain at the base of the steep slopes by the schist-sandstone-marl phase in a continuous sedimentation without unconformities. Οn the basis of the exam
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Preservation of Saint George’s Church at Cairo, Egypt building complex combining the elements of a number of different structural systems constructed at different periods of time. More specific, there were three major periods of construction that influence present behavior: Roman period, 1909 construction and 1941 reconstruction. Although the subsurfa
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Resistance of Buried Archeological Site to One-dimensional Mechanical Loadingion of a line infrastructure or a landfill. We study the resistance to mechanical loading of ecofacts that are often investigated in archeological prospection works: charred and non charred plant remains and shells. We conducted one dimensional compression tests on assemblies of ecofacts, sand sampl
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