//]]>

Behavior of Pipe Piles in Sand (Record no. 11236)

000 -LEADER
fixed length control field 03836nam a22004455i 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20140310143344.0
007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION
fixed length control field cr nn 008mamaa
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 110115s2011 gw | s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9783642131080
978-3-642-13108-0
082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 624.15
Edition number 23
264 #1 -
-- Berlin, Heidelberg :
-- Springer Berlin Heidelberg,
-- 2011.
912 ## -
-- ZDB-2-ENG
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Iskander, Magued.
Relator term author.
245 10 - IMMEDIATE SOURCE OF ACQUISITION NOTE
Title Behavior of Pipe Piles in Sand
Medium [electronic resource] :
Remainder of title Plugging and Pore-Water Pressure Generation During Installation and Loading /
Statement of responsibility, etc by Magued Iskander.
300 ## - PHYSICAL DESCRIPTION
Extent XVI, 272p. 131 illus.
Other physical details online resource.
440 1# - SERIES STATEMENT/ADDED ENTRY--TITLE
Title Springer Series in Geomechanics and Geoengineering,
International Standard Serial Number 1866-8755
505 0# - FORMATTED CONTENTS NOTE
Formatted contents note 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.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element Engineering.
Topical term or geographic name as entry element Geographical information systems.
Topical term or geographic name as entry element Mechanics, applied.
Topical term or geographic name as entry element Hydraulic engineering.
Topical term or geographic name as entry element Engineering.
Topical term or geographic name as entry element Geoengineering, Foundations, Hydraulics.
Topical term or geographic name as entry element Geographical Information Systems/Cartography.
Topical term or geographic name as entry element Theoretical and Applied Mechanics.
Topical term or geographic name as entry element Machinery and Machine Elements.
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element SpringerLink (Online service)
773 0# - HOST ITEM ENTRY
Title Springer eBooks
776 08 - ADDITIONAL PHYSICAL FORM ENTRY
Display text Printed edition:
International Standard Book Number 9783642131073
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier http://dx.doi.org/10.1007/978-3-642-13108-0
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Item type E-Book
Copies
Price effective from Permanent location Date last seen Not for loan Date acquired Source of classification or shelving scheme Koha item type Damaged status Lost status Withdrawn status Current location Full call number
2014-03-31AUM Main Library2014-03-31 2014-03-31 E-Book   AUM Main Library624.15