Al Omari Raid (9 results)

Paperback. Condition: Brand New. 216 pages. 8.66x5.91x0.49 inches. In Stock.

Paperback. Condition: Brand New. 220 pages. 8.66x5.91x0.50 inches. In Stock.

Paperback. Condition: Brand New. 232 pages. 8.66x5.91x0.53 inches. In Stock.

Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Most of the vibrations are due to operation of machines such as reciprocating, rotary-types and hammer machines. The dynamic responses are represented as displacement and resonant frequency under certain loads. The foundation vibration caused by reciprocating machines can be analyzed using the principle of harmonic motion. The present study deals with dynamic responses and resonance conditions of piled machine foundations subjected to harmonic dynamic loads. The foundations on uniform dry sand were represented experimentally and also numerically using the finite element method (FEM) 216 pp. Englisch.…

Condition: 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).…

Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: R. S. Al-Omari RaidRaid R.S.Al-Omari:BSc,1977,Baghdad UniversityPhD(SMFE),Strathclyde University, 1984.Prof.CE/Al-Nahrain University(NU),Hussein M. A.Al.Khuzaie BSc,1982&MSc,1985,Mosul University,PhD(FE&Structures)2004 ,SPbSU,Asst.P.…

Taschenbuch. Condition: 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 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.…

Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Sheer Ali Tawfek-B.Sc. degree from the University of Kufa / Civil Engineering Department / 1998. -M.Sc. degree from the University of Technology / Department of Building and Construction Engineering/ Geotechnical Engineering / 2001.-.…

Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Most of the vibrations are due to operation of machines such as reciprocating, rotary-types and hammer machines. The dynamic responses are represented as displacement and resonant frequency under certain loads. The foundation vibration caused by reciprocating machines can be analyzed using the principle of harmonic motion. The present study deals with dynamic responses and resonance conditions of piled machine foundations subjected to harmonic dynamic loads. The foundations on uniform dry sand were represented experimentally and also numerically using the finite element method (FEM)Books on Demand GmbH, Überseering 33, 22297 Hamburg 216 pp. Englisch.…