000			03960cam a22004094i 4500
005			20221102155344.0
008			110404s2010 gw a b 001 0 eng d
011			_aBIB MATCHES WORLDCAT
020			_a3642131077
020			_a9783642131073
035			_a(OCoLC)646113709
040			_aBTCTA _beng _erda _cBTCTA _dYDXCP _dBWX _dIXA _dATU
082	0	4	_a624.154 _222
100	1		_aIskander, Magued, _eauthor. _91083117
245	1	0	_aBehavior of pipe piles in sand : _bplugging and pore-water pressure generation during installation and loading / _cMagued Iskander.
246	3		_aBehaviour of pipe piles in sand
246	3		_aBehaviour of pipe piles in sand : _bPlugging and pore-water pressure generation during installation and loading
264		1	_aBerlin : _bSpringer Verlag, _c2010.
300			_axvi, 267 pages : _billustrations ; _c24 cm.
336			_atext _btxt _2rdacontent
337			_aunmediated _bn _2rdamedia
338			_avolume _bnc _2rdacarrier
490	1		_aSpringer Series in Geomechanics and Geoengineering, _x1866-8755
504			_aIncludes bibliographical references (pages 251-261) and index.
505	0	0	_tIntroduction-- _tReview of Design Guidelines for Piles in Sand-- _tInstallation Effects on The Capacity of Piles in Sand-- _tExperimental Facilities to Study the Behavior of Piles-- _tInstrumented Double-Wall Pipe Pile-- _tElectro-Pneumatic Pile Hammer for Laboratory Applications-- _tGeotechnical Properties of the Test Sand-- _tSimilitude Between Model and Full-Scale Piles-- _tLoad Tests on The Double-Wall Pipe Pile in Sand-- _tSummary, Conclusions, and Recommendations.
520			_a"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. 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."--Publisher's website.
588			_aMachine converted from AACR2 source record.
650		0	_aPiling (Civil engineering) _9341836
650		0	_aEngineering. _9317322
650		0	_aMechanics, Applied _9351127
650		0	_aHydraulic engineering. _9319022
830		0	_aSpringer series in geomechanics and geoengineering. _91082376
907			_a.b11921857 _b22-08-17 _c27-10-15
942			_cB
945			_a624.154 ISK _g1 _iA502617B _j0 _lcmain _o- _p$157.19 _q- _r- _s- _t0 _u0 _v0 _w0 _x0 _y.i13122812 _z29-10-15
998			_ab _ac _b06-04-16 _cm _da _feng _ggw _h0
999			_c1220614 _d1220614