Titlebook: Engineering Geology for Society and Territory - Volume 4; Marine and Coastal P Giorgio Lollino,Andrea Manconi,Miquel Canals Artig Conferenc

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,Germany and Austria, 1953–1955,eld or breakwater should be accompanied by monitoring to record changes in beach volumes and profiles as well any erosion of the coastline. In the past, such care may not have happened, especially in those cases involving boundaries between authorities responsible for the coast, or where the ground

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The American Dream in the Information Agesified into several categories. In this paper, six important problems confronted in coastal geological environment were discussed: (1) earthquake and tsunami; (2) seawater invasion; (3) coast erosion and sedimentation; (4) coastal subsidence; (5) climate—geological disaster chain control; and (6) se

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The American Economy Between the World Warsnsula. Comparing topographic maps and plans of the years 1960s–1990s with extra-high resolution satellite imagery of the last several years revealed coastal retreat and ravines’ growth. The deterioration of the geotechnical conditions may be caused by climate change and its consequences (e.g., expan

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The American Economy from Roosevelt to Trump geomechanical methods. However, most of these methods put emphasis on estimating the potential quality of energy resources. There lacks of studying on the geological conditions of seafloor stability for the area across the continental slope and the shallower areas. A project is executed to investig

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https://doi.org/10.1057/978-1-137-58717-6 discuss the different results. The structure of the proposed method relies upon a key parameter, known as impact index I., which accounts for wave climate, bathymetry and sediment data and depends on the wave run-up height, the seasonal and long-term erosion, and the efficiency of coastal protectio

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https://doi.org/10.1057/978-1-137-58720-6 along the eastern coast of southern Africa. The presence of compressible, soft, thin and shallow clay horizons usually associated with complex estuarine or lagoonal deposits are a major consideration when using basal reinforcement as a founding technique. In order to define the deformation behaviou

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Linda A. Bennett,Genevieve M. Amesreduction of the shear strength and shear modulus of post-liquefaction soils, lateral spread can develop from small deformation to the flow failure stage where the phase of the liquefied soils changes from solid to fluid. In this paper, two numerical methods are introduced: the finite element method