9786202028684 - load transfer of pile group in saturated and unsaturated clayey soil di khallawi, abbas m.; fattah, mohmmed y.; al-omari, raid r. (6 risultati)
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Da: Revaluation Books, Exeter, Regno UnitoRevaluation Books
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Paperback. Condizione: Brand New. 220 pages. 8.66x5.91x0.50 inches. In Stock.
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Da: preigu, Osnabrück, Germaniapreigu
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Taschenbuch. Condizione: Neu. Load Transfer of Pile Group in Saturated and Unsaturated Clayey Soil | Abbas M. Khallawi (u. a.) | Taschenbuch | 220 S. | Englisch | 2017 | LAP LAMBERT Academic Publishing | EAN 9786202028684 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at…]preigu[dot]de | Anbieter: preigu.
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Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermaniaBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Research in unsaturated soil mechanics has considerably developed in the past decades, through the simultaneous development of experimental investigations and theoretical analyses. An attempt has been done to investigate the influe…nce of the negative pore water pressure (matric suction) on the behavior of single pile and pile group with five configurations, and the amount of increase in the bearing capacity due to the influence of this suction using special device for this purpose. Further, the stress distribution inside the stress bulb for both saturated and unsaturated soil conditions using special instruments inserted at o.25L below the pile tip is also investigated. The experimental results of bearing capacity and load transfer are compared with different theoretical approaches are obtained. In addition, a numerical simulation to the pile-soil problem is carried out by the finite element method. The computer program Geo Studio is adopted in the analysis. 220 pp. Englisch.
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Da: AHA-BUCH GmbH, Einbeck, GermaniaAHA-BUCH GmbH
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Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Research in unsaturated soil mechanics has considerably developed in the past decades, through the simultaneous development of experimental investigations and theoretical analyses. An attempt has been done to investigate the influence o…f the negative pore water pressure (matric suction) on the behavior of single pile and pile group with five configurations, and the amount of increase in the bearing capacity due to the influence of this suction using special device for this purpose. Further, the stress distribution inside the stress bulb for both saturated and unsaturated soil conditions using special instruments inserted at o.25L below the pile tip is also investigated. The experimental results of bearing capacity and load transfer are compared with different theoretical approaches are obtained. In addition, a numerical simulation to the pile-soil problem is carried out by the finite element method. The computer program Geo Studio is adopted in the analysis.
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Da: moluna, Greven, Germaniamoluna
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Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Khallawi Abbas M.Abbas M. Khallawi is a Lecturer at University of Baghdad, Baghdad, Iraq. He has earned his B Sc. in Civil Engineering (1987), M Sc. in Geo-technical Engineering (1994) and Ph.D. in Geo…-technical Engineering (2016).
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Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germaniabuchversandmimpf2000
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Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Research in unsaturated soil mechanics has considerably developed in the past decades, through the simultaneous development of experimental investigations and theoretical analyses. An attempt has been done to investigate the influence…of the negative pore water pressure (matric suction) on the behavior of single pile and pile group with five configurations, and the amount of increase in the bearing capacity due to the influence of this suction using special device for this purpose. Further, the stress distribution inside the stress bulb for both saturated and unsaturated soil conditions using special instruments inserted at o.25L below the pile tip is also investigated. The experimental results of bearing capacity and load transfer are compared with different theoretical approaches are obtained. In addition, a numerical simulation to the pile-soil problem is carried out by the finite element method. The computer program Geo Studio is adopted in the analysis.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 220 pp. Englisch.
