Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Faraz S. Tehrani"'
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 12, Iss 1, Pp 1015-1038 (2021)
Landslide detection is concerned with delineating the extent of landslides. Most of existing works on landslide detection have limited geographical extents. Therefore, the models developed out of these studies might perform poorly when applied to reg
Externí odkaz:
https://doaj.org/article/4e28d429783e4807ac0a47fe7ef0007d
Publikováno v:
Water, Vol 13, Iss 1, p 107 (2021)
Climatic conditions and vegetation cover influence water flux in a dike, and potentially the dike stability. A comprehensive numerical simulation is computationally too expensive to be used for the near real-time analysis of a dike network. Therefore
Externí odkaz:
https://doaj.org/article/eec1d693111541f1ae657cb46167e396
Publikováno v:
Acta Geotechnica. 18:319-333
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 12, Iss 1, Pp 1015-1038 (2021)
Landslide detection is concerned with delineating the extent of landslides. Most of existing works on landslide detection have limited geographical extents. Therefore, the models developed out of these studies might perform poorly when applied to reg
Upon the introduction of machine learning (ML) and its variants, in the form that we know today, to the landslide community, many studies have been carried out to explore the usefulness of ML in landslide research and to look at some classic landslid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::139e7a2fd644f81e0386a51b25fe25aa
https://hdl.handle.net/11386/4810032
https://hdl.handle.net/11386/4810032
Publikováno v:
Automation in Construction. 73:31-44
Modern compaction equipment can be outfitted with sensors that allow for real-time monitoring of the compaction process, an approach that is commonly referred to as continuous compaction control (CCC). This paper describes the results from an experim
Publikováno v:
Procedia Engineering. 175:204-211
In this study, the material point method (MPM) is used to simulate and analyze crater development around a pipeline embedded in sand. To that end, a double-point MPM formulation in conjunction with an elastic-perfectly plastic soil model with Mohr-Co
Publikováno v:
Procedia Engineering. 175:72-79
In this study, numerical simulations of offshore monopile installation are performed using the Material Point Method (MPM) to capture the mechanical behavior of soil during the installation with impact and vibratory driven techniques. The MPM can be
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 40:1730-1757
Summary A semi-analytical method for calculating the response of single piles and pile groups subjected to lateral loading is developed in this paper. Displacements anywhere in the soil domain are tied to the displacements of the piles through decay