Behavior of Pipe Piles in Sand
Springer Berlin (Verlag)
978-3-642-13107-3 (ISBN)
One of the major difficulties in predicting the capacity of pipe piles in sand has resulted from a lack of understanding of the physical processes that control the behavior of piles during installation and loading.
This monograph presents a detailed blue print for developing experimental facilities necessary to identify these processes. These facilities include a unique instrumented double-walled pipe-pile that is used to delineate the frictional stresses acting against the external and internal surfaces of the pile. The pile is fitted with miniature pore-pressure transducers to monitor the generation of pore water pressure during installation and loading. A fast automatic laboratory pile hammer capable of representing the phenomena that occur during pile driving was also developed and used.
Introduction.- Review of Design Guidelines for Piles in Sand.- Installation Effects on The Capacity of Piles in Sand.- Experimental Facilities to Study the Behavior of Piles.- Instrumented Double-Wall Pipe Pile.- Electro-Pneumatic Pile Hammer for Laboratory Applications.- Geotechnical Properties of the Test Sand.- Similitude Between Model and Full-Scale Piles.- Load Tests on The Double-Wall Pipe Pile in Sand.- Summary, Conclusions, and Recommendations.
Erscheint lt. Verlag | 14.1.2011 |
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Reihe/Serie | Springer Series in Geomechanics and Geoengineering |
Zusatzinfo | XVI, 269 p. |
Verlagsort | Berlin |
Sprache | englisch |
Maße | 155 x 235 mm |
Gewicht | 546 g |
Themenwelt | Naturwissenschaften ► Geowissenschaften ► Geografie / Kartografie |
Naturwissenschaften ► Geowissenschaften ► Meteorologie / Klimatologie | |
Technik ► Bauwesen | |
Technik ► Maschinenbau | |
Schlagworte | Bohrer • Calibration Chamber • Centrifuge • Drilled Shafts • Experimental Modelling • Geotechnical Instrumentation • Hammer • Load Test • Mechanics • Physical Modelling • Piles • Plugging • Pore Water Pressure • Sand • Soil • Soil Structure Interaction |
ISBN-10 | 3-642-13107-7 / 3642131077 |
ISBN-13 | 978-3-642-13107-3 / 9783642131073 |
Zustand | Neuware |
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