MARC ayrıntıları
| 000 -LEADER |
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| fixed length control field |
05755nam a2200373 i 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
081203s2010 enka b 001 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9781848163621 |
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| International Standard Book Number |
1848163622 |
| 035 ## - SYSTEM CONTROL NUMBER |
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| System control number |
(OCoLC)277196257 |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
BTCTA |
| Transcribing agency |
BTCTA |
| Modifying agency |
YDXCP |
| -- |
BWK |
| -- |
OCLCQ |
| -- |
CIN |
| 049 ## - LOCAL HOLDINGS (OCLC) |
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| Holding library |
BAUN_MERKEZ |
| 050 04 - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
TA780 |
| Item number |
.M33 2010 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Madabhushi, Gopal |
| 245 10 - TITLE STATEMENT |
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| Title |
Design of pile foundations in liquefiable soils / |
| Statement of responsibility, etc |
Gopal Madabhushi, Jonathan Knappett, Stuart Haigh |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
London : |
| Name of producer, publisher, distributor, manufacturer |
Imperial College Press ; |
| Date of production, publication, distribution, manufacture, or copyright notice |
[2010] |
|
|---|
| Place of production, publication, distribution, manufacture |
Hackensack, NJ : |
| Name of producer, publisher, distributor, manufacturer |
Distributed by World Scientific Pub., |
| Date of production, publication, distribution, manufacture, or copyright notice |
[2010] |
|
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
©2010 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xiv, 217 pages : |
| Other physical details |
illustrations (some color) ; |
| Dimensions |
24 cm |
| 336 ## - CONTENT TYPE |
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| Content Type Term |
text |
| Content Type Code |
txt |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Media Type Term |
unmediated |
| Media Type Code |
unmediated |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier Type Term |
volume |
| Carrier Type Code |
volume |
| Source |
rdacarrier |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc |
Includes bibliographical references and index |
| 505 00 - FORMATTED CONTENTS NOTE |
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| Title |
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 |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Piling (Civil engineering) |
|
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| Topical term or geographic name as entry element |
Soil-structure interaction |
|
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| Topical term or geographic name as entry element |
Soil liquefaction |
|
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| Topical term or geographic name as entry element |
Earthquake engineering |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Knappett, Jonathan |
|
|---|
| Personal name |
Haigh, Stuart |
| 710 2# - ADDED ENTRY--CORPORATE NAME |
|---|
| 9 (RLIN) |
28005 |
| Corporate name or jurisdiction name as entry element |
Imperial College Press. |
| 900 ## - EQUIVALENCE OR CROSS-REFERENCE-PERSONAL NAME [LOCAL, CANADA] |
|---|
| Personal Name |
31304 31305 |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Kitap |
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