000			04067nam a22005055i 4500
001			u374409
003			SIRSI
005			20160812084233.0
007			cr nn 008mamaa
008			110115s2011 gw | s |||| 0|eng d
020			_a9783642131080 _9978-3-642-13108-0
040			_cMX-MeUAM
050		4	_aTA703-705.4
050		4	_aTA775-787
050		4	_aTC1-1800
082	0	4	_a624.15 _223
100	1		_aIskander, Magued. _eauthor.
245	1	0	_aBehavior of Pipe Piles in Sand _h[recurso electrónico] : _bPlugging and Pore-Water Pressure Generation During Installation and Loading / _cby Magued Iskander.
264		1	_aBerlin, Heidelberg : _bSpringer Berlin Heidelberg, _c2011.
300			_aXVI, 269 p. _bonline resource.
336			_atext _btxt _2rdacontent
337			_acomputer _bc _2rdamedia
338			_aonline resource _bcr _2rdacarrier
347			_atext file _bPDF _2rda
490	1		_aSpringer Series in Geomechanics and Geoengineering, _x1866-8755
505	0		_aIntroduction -- 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.
520			_aOne 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. Finally, a pressure chamber; feedback control system; data acquisition system; loading frame; sand handling, pluviating, saturating, and drying apparatus have been integrated to allow convenient load testing of piles under simulated field conditions. The experimental apparatus is presented with sufficient details to allow readers to duplicate or modify the design to suit their own needs. A number of load tests were carried out to identify the effects of inertia and build-up of pore water pressure on pile plugging. Continuous measurement of dynamic and static excess pore pressures, frictional and end bearing stresses, and the elevation of the soil inside the pile during installation and loading are presented. The results of the testing program validates the performance of the developed apparatus, and provide unique insights into soil-structure interaction during pile driving and subsequent loading. The work contributes to a better understanding of pile behavior.
650		0	_aEngineering.
650		0	_aGeographical information systems.
650		0	_aMechanics, applied.
650		0	_aHydraulic engineering.
650	1	4	_aEngineering.
650	2	4	_aGeoengineering, Foundations, Hydraulics.
650	2	4	_aGeographical Information Systems/Cartography.
650	2	4	_aTheoretical and Applied Mechanics.
650	2	4	_aMachinery and Machine Elements.
710	2		_aSpringerLink (Online service)
773	0		_tSpringer eBooks
776	0	8	_iPrinted edition: _z9783642131073
830		0	_aSpringer Series in Geomechanics and Geoengineering, _x1866-8755
856	4	0	_zLibro electrónico _uhttp://148.231.10.114:2048/login?url=http://link.springer.com/book/10.1007/978-3-642-13108-0
596			_a19
942			_cLIBRO_ELEC
999			_c202289 _d202289