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Verlag: Noor Publishing Jul 2017, 2017
ISBN 10: 333097530XISBN 13: 9783330975309
Anbieter: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Deutschland
Buch Print-on-Demand
Taschenbuch. Zustand: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Driven piles have often been used in many civil structures to provide structural loading support. However, the unavoidable vibrations induced by pile driving processes may cause varying degrees of damage to adjacent structures. This thesis presents combinations of experimental and numerical studies to investigate the transmitted vibrations induced by impact of pile driving on vicinity structures. The experimental results indicate that the peak particle velocity for vibrations emitted with impact pile driving is increased with increasing the energy and the penetration depth of pile driving for all vicinity structures and it can be decreased without change in the driving energy by decreasing the weight of hammer and increasing the height of falling hammer. Vibration intensities are attenuated with increasing surface distance from the pile driving and the peak particle velocity decreased uniformly with surface distance from the pile driving for shallow and deep foundations. Also, the empirical relations, which were determined based on the scaled-distance concept, a suitable for shallow foundations rather than deep foundations. 200 pp. Englisch.
Verlag: Noor Publishing, 2017
ISBN 10: 333097530XISBN 13: 9783330975309
Anbieter: AHA-BUCH GmbH, Einbeck, Deutschland
Buch Print-on-Demand
Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Driven piles have often been used in many civil structures to provide structural loading support. However, the unavoidable vibrations induced by pile driving processes may cause varying degrees of damage to adjacent structures. This thesis presents combinations of experimental and numerical studies to investigate the transmitted vibrations induced by impact of pile driving on vicinity structures. The experimental results indicate that the peak particle velocity for vibrations emitted with impact pile driving is increased with increasing the energy and the penetration depth of pile driving for all vicinity structures and it can be decreased without change in the driving energy by decreasing the weight of hammer and increasing the height of falling hammer. Vibration intensities are attenuated with increasing surface distance from the pile driving and the peak particle velocity decreased uniformly with surface distance from the pile driving for shallow and deep foundations. Also, the empirical relations, which were determined based on the scaled-distance concept, a suitable for shallow foundations rather than deep foundations.
Verlag: Noor Publishing, 2017
ISBN 10: 333097530XISBN 13: 9783330975309
Anbieter: moluna, Greven, Deutschland
Buch Print-on-Demand
Zustand: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Alsheakayree Talib K.QassimTALIB K. QASSIM ALSHEAKAYREE was born in ?Almuthana, Iraq, in 1974.?? -2001 B.Sc. degree in Civil Engineering from University ?of Technology/ Iraq, 2004 M.Sc. degree in Geotechnical ?Engineering from Univer.
Verlag: Noor Publishing, 2017
ISBN 10: 333097530XISBN 13: 9783330975309
Anbieter: Revaluation Books, Exeter, Vereinigtes Königreich
Buch
Paperback. Zustand: Brand New. 200 pages. 8.66x5.91x0.46 inches. In Stock.
Verlag: National Academy Press, 1997
ISBN 10: 0309061091ISBN 13: 9780309061094
Anbieter: dsmbooks, Liverpool, Vereinigtes Königreich
Buch
paperback. Zustand: New. New. book.