Behavior of pipe piles in sand : (Record no. 1220614)

MARC details
000 -LEADER
fixed length control field 03960cam a22004094i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20221102155344.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 110404s2010 gw a b 001 0 eng d
011 ## - LINKING LIBRARY OF CONGRESS CONTROL NUMBER [OBSOLETE]
Local cataloguing issues note BIB MATCHES WORLDCAT
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 3642131077
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9783642131073
035 ## - SYSTEM CONTROL NUMBER
System control number (OCoLC)646113709
040 ## - CATALOGING SOURCE
Original cataloging agency BTCTA
Language of cataloging eng
Description conventions rda
Transcribing agency BTCTA
Modifying agency YDXCP
-- BWX
-- IXA
-- ATU
082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 624.154
Edition number 22
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Iskander, Magued,
Relator term author.
9 (RLIN) 1083117
245 10 - TITLE STATEMENT
Title Behavior of pipe piles in sand :
Remainder of title plugging and pore-water pressure generation during installation and loading /
Statement of responsibility, etc. Magued Iskander.
246 3# - VARYING FORM OF TITLE
Title proper/short title Behaviour of pipe piles in sand
246 3# - VARYING FORM OF TITLE
Title proper/short title Behaviour of pipe piles in sand :
Remainder of title Plugging and pore-water pressure generation during installation and loading
264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Place of production, publication, distribution, manufacture Berlin :
Name of producer, publisher, distributor, manufacturer Springer Verlag,
Date of production, publication, distribution, manufacture, or copyright notice 2010.
300 ## - PHYSICAL DESCRIPTION
Extent xvi, 267 pages :
Other physical details illustrations ;
Dimensions 24 cm.
336 ## - CONTENT TYPE
Content type term text
Content type code txt
Source rdacontent
337 ## - MEDIA TYPE
Media type term unmediated
Media type code n
Source rdamedia
338 ## - CARRIER TYPE
Carrier type term volume
Carrier type code nc
Source rdacarrier
490 1# - SERIES STATEMENT
Series statement Springer Series in Geomechanics and Geoengineering,
International Standard Serial Number 1866-8755
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Includes bibliographical references (pages 251-261) and index.
505 00 - FORMATTED CONTENTS NOTE
Title Introduction--
-- Review of Design Guidelines for Piles in Sand--
-- Installation Effects on The Capacity of Piles in Sand--
-- Experimental Facilities to Study the Behavior of Piles--
-- Instrumented Double-Wall Pipe Pile--
-- Electro-Pneumatic Pile Hammer for Laboratory Applications--
-- Geotechnical Properties of the Test Sand--
-- Similitude Between Model and Full-Scale Piles--
-- Load Tests on The Double-Wall Pipe Pile in Sand--
-- Summary, Conclusions, and Recommendations.
520 ## - SUMMARY, ETC.
Summary, etc. "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 ## - SOURCE OF DESCRIPTION NOTE
Source of description note Machine converted from AACR2 source record.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Piling (Civil engineering)
9 (RLIN) 341836
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Engineering.
9 (RLIN) 317322
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Mechanics, Applied
9 (RLIN) 351127
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Hydraulic engineering.
9 (RLIN) 319022
830 #0 - SERIES ADDED ENTRY--UNIFORM TITLE
Uniform title Springer series in geomechanics and geoengineering.
9 (RLIN) 1082376
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b11921857
b 22-08-17
c 27-10-15
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type Book
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
a 624.154 ISK
g 1
i A502617B
j 0
l cmain
o -
p $157.19
q -
r -
s -
t 0
u 0
v 0
w 0
x 0
y .i13122812
z 29-10-15
998 ## - LOCAL CONTROL INFORMATION (RLIN)
-- b
-- c
Operator's initials, OID (RLIN) 06-04-16
Cataloger's initials, CIN (RLIN) m
First date, FD (RLIN) a
-- eng
-- gw
-- 0
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Cost, normal purchase price Inventory number Total Checkouts Total Renewals Full call number Barcode Date last seen Copy number Cost, replacement price Price effective from Koha item type
        City Campus City Campus City Campus Main Collection 29/10/2015 157.19 i13122812     624.154 ISK A502617B 04/03/2022 1 157.19 31/10/2021 Book

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