TY  - BOOK
AU  - Madabhushi,Gopal
AU  - Knappett,Jonathan
AU  - Haigh,Stuart
ED  - Imperial College Press.
TI  - Design of pile foundations in liquefiable soils
SN  - 9781848163621
AV  - TA780 .M33 2010
PY  - 2010///]
CY  - London
PB  - Imperial College Press
KW  - Piling (Civil engineering)
KW  - Soil-structure interaction
KW  - Soil liquefaction
KW  - Earthquake engineering
N1  - Includes bibliographical references and index; Table Of Contents; Foreword; Preface; Performance of Pile Foundations; Introduction; Axial capacity of a single pile; Pile capacity based on CPT testing; Pile base capacity; Shaft friction; Performance of Pile Foundations During Earthquake Loading; Soil Liquefaction and Lateral Spreading; Performance of Pile Foundations in Past Earthquakes; Showa bridge failure; Niigata Family Court House building; The Landing Bridge performance; The Harbour Master's Tower at Kandla Port; Modes of Pile Failure in Liquefiable Soils; Failure mechanisms for single piles; Failure mechanisms for pile groups; Summary; Inertial and Kinematic Loading; Pile Behaviour Under Earthquake Loading; Inertial loading; Kinematic loading in level ground; Kinematic loading in sloping ground; Analysis of Laterally Loaded Piles Under Static Conditions; Simplified soil profiles; Simplified analysis procedures for piles under static loading; Analysis of Laterally Loaded Piles Under Earthquake Loading; Variation in the action of inertial and kinematic loads with depth; Effective lengths of piles; Pile flexibility; Kinematic Response in Level Ground; Kinematic Loading in Laterally Spreading Soil; Inertial Response; Relative stiffness of pile-soil system; Damping coefficients; p-y Analysis of Piles; Static lateral loading; Cyclic lateral loading; p-y analysis under earthquake loading - level ground; p-y analysis under earthquake loading - sloping ground; Limit Equilibrium Analysis of Piles Subjected to Earthquake Loading; Limit equilibrium of piles in laterally spreading soils; Limit equilibrium analysis in the presence of nonliquefied crust; Stiff clay as a nonliquefiable layer; Dense sand as a nonliquefiable layer; Provisions in Eurocode 8; Combination rules; Pile head fixity coefficients; Kinematic loading; Summary; Accounting for Axial Loading in Level Ground; Liquefaction as a Foundation Hazard; Liquefaction; Determination of liquefaction susceptibility; Influence of Axial Loading on Pile Failure; Axial Load Transfer Due to Liquefaction; Liquefaction-induced (co-seismic); Downdrag (post-earthquake); Pile Settlement; Liquefaction-induced (co-seismic); Downdrag (post-earthquake); Guidelines for Designing Against Bearing Failure; Instability of Single Piles and Pile Groups; Rock-socketed piles; Floating piles; Bearing vs. Buckling Failure; Methodology; Sample analysis; Ultimate axial limiting states for piled foundations; Use of limiting states in pile sizing; Summary; Lateral Spreading of Sloping Ground; Liquefaction-induced Lateral Spreading; Introduction; Simple Methods to Estimate the Extent of Lateral Spreading; Effects of Lateral Spreading on Pile Foundations; Presence of nonliquefiable crust; Lateral pressures generated on piles and pile caps; Current codal provisions; Specifications for Highway Bridges (JRA, 2002); Design Standard for Railway Facilities (RTRI 1999); Recommendations for Design of Building Foundations (AIJ 2001); Recent experimental data vs codal provisions; Recommendations on Estimation of Lateral Loads for Pile Design; Axial Loading on Piles in Laterally Spreading Ground; Introduction; Phasing of Loads; Inertial and kinematic loads; Presence of axial loads; Peak Lateral Response of Piled Foundations; Residual Lateral Response of Piled Foundations; Single piles; Pile groups (including axial load); Comparison of single pile and group pile behaviour; Insight into effects of axial load on group response; Validation of Effects of Axial Pile Load; Recommendations for Designing Piles in Laterally Spreading Ground; Design Examples; Introduction; Design of Piles Under Static Loading; Example 1: Preliminary design of piles under static loading; End bearing; Shaft resistance; Example 2: Preliminary design of piles using CPT data; End bearing; Shaft resistance; Inertial and Kinematic Loading on Piles in Level Ground; Soil stiffness and natural frequency; Effective length and flexibility of the pile; Effective length of the pile; Flexibility of the pile; Inertial loading on the pile; Kinematic interaction; Design of Piles in Level Liquefiable Ground; Determination of liquefaction potential from CPT data; Pile sizing based on liquefaction considerations; Inertial response in level liquefied ground; Design of Piles in Sloping Liquefiable Ground; Pile group in two-layer soil profile subject to lateral spreading; Method 1; Method 2; Method 3; Pile group in three-layer soil profile subject to lateral spreading; Summary of Inclusive Design Procedure; References; Index
ER  -