MARC ayrıntıları
| 000 -LEADER |
|---|
| fixed length control field |
04654nam a2200337 i 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
100216s2010 enka b 001 0 eng |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
|---|
| LC control number |
2010003222 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
9780415550154 |
| Qualifying information |
hc : alk. paper |
|
|---|
| International Standard Book Number |
0415550157 |
| 035 ## - SYSTEM CONTROL NUMBER |
|---|
| System control number |
(OCoLC)ocn519826198 |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
DLC |
| Transcribing agency |
DLC |
| Modifying agency |
YDX |
| -- |
YDXCP |
| -- |
UKM |
| -- |
BWK |
| -- |
BWX |
| -- |
CDX |
| -- |
OCLCQ |
| -- |
DLC |
| 049 ## - LOCAL HOLDINGS (OCLC) |
|---|
| Holding library |
BAUN_MERKEZ |
| 050 04 - LIBRARY OF CONGRESS CALL NUMBER |
|---|
| Classification number |
TA749 |
| Item number |
.K57 2010 |
| 082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER |
|---|
| Edition number |
22 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Kirsch, Klaus. |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Ground improvement by deep vibratory methods / |
| Statement of responsibility, etc |
Klaus Kirsch and Fabian Kirsch. |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
London ; |
| -- |
New York : |
| Name of producer, publisher, distributor, manufacturer |
Spon Press, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2010. |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
x, 198 pages : |
| Other physical details |
illustrations ; |
| Dimensions |
25 cm. |
| 336 ## - CONTENT TYPE |
|---|
| Content Type Term |
text |
| Content Type Code |
txt |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
|---|
| Media Type Term |
unmediated |
| Media Type Code |
unmediated |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
|---|
| Carrier Type Term |
volume |
| Carrier Type Code |
volume |
| Source |
rdacarrier |
| 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 project |
| -- |
3.6.2 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 treatment |
| -- |
3.6.6 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 equipment |
| -- |
4.3 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 plant |
| -- |
4.7.2 Vibro replacement soil improvement for a double track railway project |
| -- |
4.7.3 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 East |
| -- |
4.7.7 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 equipment |
| -- |
5.2.3 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 |
Soil stabilization. |
|
|---|
| Topical term or geographic name as entry element |
Vibratory compacting. |
|
|---|
| Topical term or geographic name as entry element |
Foundations. |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Kirsch, Fabian. |
| 900 ## - EQUIVALENCE OR CROSS-REFERENCE-PERSONAL NAME [LOCAL, CANADA] |
|---|
| Personal Name |
31344 |
|
|---|
| Numeration |
satın |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Kitap |
-baunlogo.png?alt=media&token=2b1f50b7-298a-48ee-a2b1-6fcf8e70b387)
-Facebook-2024.png?alt=media&token=2fcc0655-0091-431c-8ee0-059464d6eda1){kind=small}
-Instagram-2024.png?alt=media&token=a143a92a-6f9d-45a7-9ba2-9cc62f92e772){kind=small}