MARC ayrıntıları
| 000 -LEADER |
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| fixed length control field |
04654nam a2200349 i 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
081015s2010 nyuab b 001 0 eng |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
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| LC control number |
2008043585 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9780321592576 |
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| International Standard Book Number |
0321592573 |
| 029 1# - (OCLC) |
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| OCLC library identifier |
BWX |
| System control number |
R9771963 |
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|---|
| OCLC library identifier |
CDX |
| System control number |
8980556 |
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|---|
| OCLC library identifier |
AU@ |
| System control number |
000043542832 |
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| OCLC library identifier |
NZ1 |
| System control number |
12859178 |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
BAUN |
| Language of cataloging |
eng |
| Transcribing agency |
BAUN |
| Description conventions |
rda |
| 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 |
QE461 |
| Item number |
.W735 2010 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Winter, John D. |
| Fuller form of name |
(John DuNann), |
| Dates associated with a name |
1948- |
| 245 13 - TITLE STATEMENT |
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| Title |
An introduction to igneous and metamorphic petrology / |
| Statement of responsibility, etc |
John D. Winter. |
| 250 ## - EDITION STATEMENT |
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| Edition statement |
2. baskı |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
New York, N.Y. ; |
| -- |
London : |
| Name of producer, publisher, distributor, manufacturer |
Prentice Hall, |
| Date of production, publication, distribution, manufacture, or copyright notice |
c2010. |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xviii, 702 pages : |
| Other physical details |
illustrations, maps ; |
| Dimensions |
29 cm. |
| 336 ## - CONTENT TYPE |
|---|
| Source |
rdacontent |
| Content Type Term |
text |
| Content Type Code |
txt |
| 337 ## - MEDIA TYPE |
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| Source |
rdamedia |
| Media Type Term |
unmediated |
| Media Type Code |
unmediated |
| 338 ## - CARRIER TYPE |
|---|
| Source |
rdacarrier |
| Carrier Type Term |
volume |
| Carrier Type Code |
volume |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
|---|
| Bibliography, etc |
Includes bibliographical references and index. |
| 505 00 - FORMATTED CONTENTS NOTE |
|---|
| Title |
Table of Contents |
| -- |
Preface to the Second Edition |
| -- |
Preface and Acknowledgments to the First Edition |
| -- |
Acknowledgments to the Second Edition |
| -- |
Authors |
| -- |
1: An overview of deep soil improvement by vibratory methods |
| -- |
2: A history of vibratory deep compaction |
| -- |
2.1 The vibro flotation method and first applications before 1945 |
| -- |
2.2 Vibro compaction in postwar Germany during reconstruction |
| -- |
2.3 The Torpedo vibrator and the vibro replacement stone column method |
| -- |
2.4 Development of vibro compaction outside Germany |
| -- |
2.5 Method improvements |
| -- |
2.6 Design aspects |
| -- |
3: Vibro compaction of granular soils |
| -- |
3.1 The depth vibrator |
| -- |
3.2 Vibro compaction treatment technique |
| -- |
3.2.1 Compaction mechanism of granular soils |
| -- |
3.2.2 Vibro compaction in practice |
| -- |
3.3 Design principles |
| -- |
3.3.1 General remarks |
| -- |
3.3.2 Stability and settlement control |
| -- |
3.3.3 Mitigation of seismic risks |
| -- |
3.3.3.1 Evaluation of the liquefaction potential |
| -- |
3.3.3.2 Settlement estimation of sands due to earthquake shaking |
| -- |
3.4 Quality control and testing |
| -- |
3.5 Suitable soils and method limitations |
| -- |
3.6 Case histories |
| -- |
3.6.1 Vibro compaction for a land reclamation projec |
| -- |
t3.6.2 Ground improvement treatment by vibro compaction for new port facilities |
| -- |
3.6.3 Vibro compaction field trial in calcareous sand |
| -- |
3.6.4 Foundation of a fuel oil tank farm |
| -- |
3.6.5 Liquefaction evaluation of CPT data after vibro compaction and stone column treatmen |
| -- |
t3.6.6 Trial compaction in quartz sand to establish compaction probe spacing |
| -- |
3.6.7 Ground improvement works for the extension of a major shipyard in Singapore |
| -- |
4: Improvement of fine-grained and cohesive soils by vibro replacement stone columns |
| -- |
4.1 Vibro replacement stone column technique |
| -- |
4.2 Special equipmen |
| -- |
t4.3 Principal behavior of vibro stone columns under load and their design |
| -- |
4.3.1 Overview and definitions |
| -- |
4.3.2 Load-carrying mechanism and settlement estimation |
| -- |
4.3.3 Failure mechanism and bearing capacity calculations |
| -- |
4.3.4 Drainage, reduction of liquefaction potential, and improvement of earthquake resistance |
| -- |
4.3.5 Recommendations |
| -- |
4.4 Quality control and testing |
| -- |
4.5 Suitable soils and method limitations |
| -- |
4.6 Computational examples |
| -- |
4.6.1 Analysis of settlement reduction |
| -- |
4.6.2 Analysis of slope stability |
| -- |
4.6.3 Bearing capacity calculation of single footings on stone columns |
| -- |
4.6.4 Some results of a parametric study of stone column group behavior |
| -- |
4.7 Case histories |
| -- |
4.7.1 Wet vibro replacement stone columns for a thermal power plan |
| -- |
t4.7.2 Vibro replacement soil improvement for a double track railway projec |
| -- |
t4.7.3 Vibro replacement foundation for the new international airport at Berlin |
| -- |
4.7.4 High replacement vibro stone columns for a port extension |
| -- |
4.7.5 Vibro stone columns for settlement control behind bridge abutments |
| -- |
4.7.6 Ground improvement for the foundation of a petroleum tank farm in the Middle Eas |
| -- |
t4.7.7 Stone columns provide earthquake-resistant foundation for an electric power plant in Turkey |
| -- |
4.7.8 Seismic remediation of an earthfill dam by vibro stone columns |
| -- |
5: Method variations and related processes |
| -- |
5.1 General |
| -- |
5.2 Vibro concrete columns for foundations in very soft soils |
| -- |
5.2.1 Process description |
| -- |
5.2.2 Special equipmen |
| -- |
t5.2.3 Principal behavior and design |
| -- |
5.2.4 Quality control and testing |
| -- |
5.2.5 Suitable soils and method limitations |
| -- |
5.2.6 Case history: Foundation on vibro concrete columns in soft alluvial soils |
| -- |
6: Environmental considerations |
| -- |
6.1 General remarks |
| -- |
6.2 Noise emission |
| -- |
6.3 Vibration nuisance and potential damages to adjacent structures |
| -- |
6.4 Carbon dioxide emission |
| -- |
7: Contractual matters |
| -- |
References |
| -- |
Index |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Rocks, Igneous. |
|
|---|
| Topical term or geographic name as entry element |
Rocks, Metamorphic. |
| 900 ## - EQUIVALENCE OR CROSS-REFERENCE-PERSONAL NAME [LOCAL, CANADA] |
|---|
| Personal Name |
31308 |
|
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| Numeration |
satın |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Kitap |
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