000			05755nam a2200373 i 4500
008			081203s2010 enka b 001 0 eng d
020			_a9781848163621
020			_a1848163622
035			_a(OCoLC)277196257
040			_aBTCTA _cBTCTA _dYDXCP _dBWK _dOCLCQ _dCIN
049			_aBAUN_MERKEZ
050	0	4	_aTA780 _b.M33 2010
100	1		_aMadabhushi, Gopal
245	1	0	_aDesign of pile foundations in liquefiable soils / _cGopal Madabhushi, Jonathan Knappett, Stuart Haigh
264		1	_aLondon : _bImperial College Press ; _c[2010]
264		2	_aHackensack, NJ : _bDistributed by World Scientific Pub., _c[2010]
264		4	_c©2010
300			_axiv, 217 pages : _billustrations (some color) ; _c24 cm
336			_atext _btxt _2rdacontent
337			_aunmediated _bn _2rdamedia
338			_avolume _bnc _2rdacarrier
504			_aIncludes bibliographical references and index
505	0	0	_tTable Of Contents: _tForeword _tPreface _tPerformance of Pile Foundations _tIntroduction _tAxial capacity of a single pile _tPile capacity based on CPT testing _tPile base capacity _tShaft friction _tPerformance of Pile Foundations During Earthquake Loading _tSoil Liquefaction and Lateral Spreading _tPerformance of Pile Foundations in Past Earthquakes _tShowa bridge failure _tNiigata Family Court House building _tThe Landing Bridge performance _tThe Harbour Master's Tower at Kandla Port _tModes of Pile Failure in Liquefiable Soils _tFailure mechanisms for single piles _tFailure mechanisms for pile groups _tSummary _tInertial and Kinematic Loading _tPile Behaviour Under Earthquake Loading _tInertial loading _tKinematic loading in level ground _tKinematic loading in sloping ground _tAnalysis of Laterally Loaded Piles Under Static Conditions _tSimplified soil profiles _tSimplified analysis procedures for piles under static loading _tAnalysis of Laterally Loaded Piles Under Earthquake Loading _tVariation in the action of inertial and kinematic loads with depth _tEffective lengths of piles _tPile flexibility _tKinematic Response in Level Ground _tKinematic Loading in Laterally Spreading Soil _tInertial Response _tRelative stiffness of pile-soil system _tDamping coefficients _tp-y Analysis of Piles _tStatic lateral loading _tCyclic lateral loading _tp-y analysis under earthquake loading - level ground _tp-y analysis under earthquake loading - sloping ground _tLimit Equilibrium Analysis of Piles Subjected to Earthquake Loading _tLimit equilibrium of piles in laterally spreading soils _tLimit equilibrium analysis in the presence of nonliquefied crust _tStiff clay as a nonliquefiable layer _tDense sand as a nonliquefiable layer _tProvisions in Eurocode 8 _tCombination rules _tPile head fixity coefficients _tKinematic loading _tSummary _tAccounting for Axial Loading in Level Ground _tLiquefaction as a Foundation Hazard _tLiquefaction _tDetermination of liquefaction susceptibility _tInfluence of Axial Loading on Pile Failure _tAxial Load Transfer Due to Liquefaction _tLiquefaction-induced (co-seismic) _tDowndrag (post-earthquake) _tPile Settlement _tLiquefaction-induced (co-seismic) _tDowndrag (post-earthquake) _tGuidelines for Designing Against Bearing Failure _tInstability of Single Piles and Pile Groups _tRock-socketed piles _tFloating piles _tBearing vs. Buckling Failure _tMethodology _tSample analysis _tUltimate axial limiting states for piled foundations _tUse of limiting states in pile sizing _tSummary _tLateral Spreading of Sloping Ground _tLiquefaction-induced Lateral Spreading _tIntroduction _tSimple Methods to Estimate the Extent of Lateral Spreading _tEffects of Lateral Spreading on Pile Foundations _tPresence of nonliquefiable crust _tLateral pressures generated on piles and pile caps _tCurrent codal provisions _tSpecifications for Highway Bridges (JRA, 2002) _tDesign Standard for Railway Facilities (RTRI 1999) _tRecommendations for Design of Building Foundations (AIJ 2001) _tRecent experimental data vs codal provisions _tRecommendations on Estimation of Lateral Loads for Pile Design _tAxial Loading on Piles in Laterally Spreading Ground _tIntroduction _tPhasing of Loads _tInertial and kinematic loads _tPresence of axial loads _tPeak Lateral Response of Piled Foundations _tResidual Lateral Response of Piled Foundations _tSingle piles _tPile groups (including axial load) _tComparison of single pile and group pile behaviour _tInsight into effects of axial load on group response _tValidation of Effects of Axial Pile Load _tRecommendations for Designing Piles in Laterally Spreading Ground _tDesign Examples _tIntroduction _tDesign of Piles Under Static Loading _tExample 1: Preliminary design of piles under static loading _tEnd bearing _tShaft resistance _tExample 2: Preliminary design of piles using CPT data _tEnd bearing _tShaft resistance _tInertial and Kinematic Loading on Piles in Level Ground _tSoil stiffness and natural frequency _tEffective length and flexibility of the pile _tEffective length of the pile _tFlexibility of the pile _tInertial loading on the pile _tKinematic interaction _tDesign of Piles in Level Liquefiable Ground _tDetermination of liquefaction potential from CPT data _tPile sizing based on liquefaction considerations _tInertial response in level liquefied ground _tDesign of Piles in Sloping Liquefiable Ground _tPile group in two-layer soil profile subject to lateral spreading _tMethod 1 _tMethod 2 _tMethod 3 _tPile group in three-layer soil profile subject to lateral spreading _tSummary of Inclusive Design Procedure _tReferences _tIndex
650		0	_aPiling (Civil engineering)
650		0	_aSoil-structure interaction
650		0	_aSoil liquefaction
650		0	_aEarthquake engineering
700	1		_aKnappett, Jonathan
700	1		_aHaigh, Stuart
710	2		_928005 _aImperial College Press.
900			_a31304 31305
942			_2lcc _cKT
999			_c28005 _d28005