LEADER 04326nam 2200673Ia 450 001 9910826615803321 005 20240404153420.0 010 $a1-62870-097-1 010 $a1-282-75986-8 010 $a9786612759864 010 $a1-84816-363-0 035 $a(CKB)2490000000001666 035 $a(StDuBDS)AH24682619 035 $a(SSID)ssj0000415720 035 $a(PQKBManifestationID)11259384 035 $a(PQKBTitleCode)TC0000415720 035 $a(PQKBWorkID)10416098 035 $a(PQKB)10065984 035 $a(MiAaPQ)EBC1681546 035 $a(WSP)00002052 035 $a(Au-PeEL)EBL1681546 035 $a(CaPaEBR)ebr10422409 035 $a(CaONFJC)MIL275986 035 $a(OCoLC)729020338 035 $a(EXLCZ)992490000000001666 100 $a20091117d2010 uy 0 101 0 $aeng 135 $aur||||||||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDesign of pile foundations in liquefiable soils /$fGopal Madabhushi, Joanathan Knappett, Stuart Haigh 205 $a1st ed. 210 $aLondon $cImperial College Press$dc2010 215 $a1 online resource (xiv, 217 p. ) $cill. (some col.) 300 $aBibliographic Level Mode of Issuance: Monograph 311 $a1-84816-362-2 320 $aIncludes bibliographical references and index. 327 $a1. Performance of pile foundations. 1.1. Introduction. 1.2. Performance of pile foundations during earthquake loading. 1.3. Soil liquefaction and lateral spreading. 1.4. Performance of pile foundations in past earthquakes. 1.5. Modes of pile failure in liquefiable soils. 1.6. Summary -- 2. Inertial and kinematic loading. 2.1. Pile behaviour under earthquake loading. 2.2. Analysis of laterally loaded piles under static conditions. 2.3. Analysis of laterally loaded piles under earthquake loading. 2.4. Kinematic response in level ground. 2.5. Kinematic loading in laterally spreading soil. 2.6. Inertial response. 2.7. p-y analysis of piles. 2.8. Limit equilibrium analysis of piles subjected to earthquake loading. 2.9. Provisions in Eurocode 8. 2.10. Summary -- 3. Accounting for axial loading in level ground. 3.1. Liquefaction as a foundation hazard. 3.2. Influence of axial loading on pile failure. 3.3. Axial load transfer due to liquefaction. 3.4. Pile settlement. 3.5. Guidelines for designing against bearing failure. 3.6. Instability of single piles and pile groups. 3.7. Bearing vs. buckling failure. 3.8. Summary -- 4. Lateral spreading of sloping ground. 4.1. Liquefaction-induced lateral spreading. 4.2. Simple methods to estimate the extent of lateral spreading. 4.3. Effects of lateral spreading on pile foundations. 4.4. Recommendations on estimation of lateral loads for pile design -- 5. Axial loading on piles in laterally spreading ground. 5.1. Introduction. 5.2. Phasing of loads. 5.3. Peak lateral response of piled foundations. 5.4. Residual lateral response of piled foundations. 5.5. Validation of effects of axial pile load. 5.6. Recommendations for designing piles in laterally spreading ground -- 6. Design examples. 6.1. Introduction. 6.2. Design of piles under static loading. 6.3. Inertial and kinematic loading on piles in level ground. 6.4. Design of piles in level liquefiable ground. 6.5. Design of piles in sloping liquefiable ground. 6.6. Summary of inclusive design procedure. 330 8 $aPile foundations are the most common form of deep foundations that used both onshore and offshore to transfer large superstructure loads into competent soil strata. This book provides many case histories of failure of pile foundations due to earthquake loading and soil liquefaction. 606 $aPiling (Civil engineering) 606 $aSoil-structure interaction 606 $aSoil liquefaction 606 $aEarthquake engineering 615 0$aPiling (Civil engineering) 615 0$aSoil-structure interaction. 615 0$aSoil liquefaction. 615 0$aEarthquake engineering. 676 $a624.154 700 $aMadabhushi$b Gopal$0785655 701 $aKnappett$b Jonathan$0478141 701 $aHaigh$b Stuart$0785656 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910826615803321 996 $aDesign of pile foundations in liquefiable soils$91749141 997 $aUNINA