Πλοήγηση ανά Θέμα "Geological"
Αποτελέσματα 1-10 από 10
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Effects from diaphragm wall installation to surrounding soil and adjacent buildings
(2013)A new approach for simulating the excavation and construction of subsequent panels is proposed to investigate the effects from the installation of diaphragm walls on the surrounding and adjacent buildings. The method has ... -
Evaluation of negative skin friction effects in pile foundations using 3D nonlinear analysis
(2005)The aim of this paper is to evaluate the influence of negative skin friction in pile foundations. Three dimensional nonlinear analyses for a single pile and pile groups were carried out for a specific case and some case ... -
Explicit extension of the p-y method to pile groups in cohesive soils
(2013)Although simplified numerical methods are reliable for evaluating the response of a single pile under horizontal load, their application is questionable for assessing the response of pile groups. The notion of "p-y" curves ... -
Insight into the seismic response of earth dams with an emphasis on seismic coefficient estimation
(2014)This paper presents a numerical investigation of the seismic response of earth dams by employing results from 110 nonlinear two-dimensional (2D) dynamic analyses of four different cross-sections with heights ranging from ... -
Methodology for automated GIS-aided seismic microzonation studies
(2008)This paper presents an automated methodology for performing geographic information system (GIS)-aided seismic microzonation studies. It presupposes the existence of a geotechnical database containing data from sampling ... -
Numerical assessment of axial pile group response based on load test
(2003)Axial pile load tests are considered within the design procedure of most major construction projects that include pile foundations, aiming to determine both the ultimate bearing capacity and the pile stiffness at working ... -
On the response prediction of horizontally loaded fixed-head pile groups in sands
(2010)The aim of this paper is to investigate the behavior of laterally loaded pile groups in sands with a rigid head and correlate the response of a pile group it to that of a single pile. For this purpose, a computationally ... -
Pile foundation analysis and design using experimental data and 3-D numerical analysis
(2009)Capacity based design of pile foundations limits the soil-structure interaction mechanism to group bearing capacity estimation, neglecting, in most cases, the contribution of the raft. on the other hand, a straightforward, ...