| 000 -LEADER |
|---|
| fixed length control field |
04923cam a2200385Ia 4500 |
| 001 - CONTROL NUMBER |
|---|
| control field |
u14345 |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
SA-PMU |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
|---|
| control field |
20210418122949.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
160301s2016 flua b 000 0 eng d |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
COO |
| Language of cataloging |
eng |
| Transcribing agency |
COO |
| Modifying agency |
WSU |
| -- |
OCLCQ |
| -- |
OCLCO |
| -- |
OCLCF |
| -- |
YDX |
| -- |
U3G |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
9053676244 |
| Qualifying information |
(cloth) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
9789053676240 |
| 035 ## - SYSTEM CONTROL NUMBER |
|---|
| System control number |
(OCoLC)960101260 |
| 050 #4 - LIBRARY OF CONGRESS CALL NUMBER |
|---|
| Classification number |
TA455.G44 |
| Item number |
B37 2016 |
| 066 ## - CHARACTER SETS PRESENT |
|---|
| Alternate G0 or G1 character set |
(S |
| 082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER |
|---|
| Classification number |
624.162 |
| Edition number |
23 |
| 245 00 - TITLE STATEMENT |
|---|
| Title |
Basal reinforced piled embankments : |
| Remainder of title |
the design guideline / |
| Statement of responsibility, etc. |
editors Suzanne J.M. van Eekelen and Marijn H.A. Brugman. |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
Boca Raton : |
| Name of producer, publisher, distributor, manufacturer |
CRC Press, |
| Date of production, publication, distribution, manufacture, or copyright notice |
[2016] |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
©2016 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
156 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 |
n |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
|---|
| Carrier type term |
volume |
| Carrier type code |
nc |
| Source |
rdacarrier |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
|---|
| Bibliography, etc. note |
Includes bibliographical references. |
| 596 ## - |
|---|
| -- |
1 |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Geosynthetics. |
| 650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Geosynthetics. |
| Source of heading or term |
fast |
| Authority record control number or standard number |
(OCoLC)fst00941121 |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Van Eekelen, Suzanne J. M., |
| Relator term |
editor. |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Brugman, Marijn H. A., |
| Relator term |
editor. |
| 880 00 - ALTERNATE GRAPHIC REPRESENTATION |
|---|
| Linkage |
505-00/(3 |
| a |
Machine generated contents note: |
| g |
ch. 1 |
| t |
Introduction -- |
| g |
1.1. |
| t |
General -- |
| g |
1.2. |
| t |
Eurocode -- |
| g |
ch. 2 |
| t |
Requirements and initial details of reinforced embankments -- |
| g |
2.1. |
| t |
Introduction -- |
| g |
2.2. |
| t |
Deformations, settlements and differential settlements -- |
| g |
2.3. |
| t |
Traffic load -- |
| g |
2.3.1. |
| t |
Introduction -- |
| g |
2.3.2. |
| t |
Determination of uniformly distributed traffic load -- |
| g |
2.3.3. |
| t |
Traffic load summary -- |
| g |
2.4. |
| t |
Horizontal load -- |
| g |
2.5. |
| t |
Effects of dynamic loads -- |
| g |
2.5.1. |
| t |
Dynamic loads on the piles -- |
| g |
2.5.2. |
| t |
Dynamic loads on geosynthetic reinforcement -- |
| g |
2.5.3. |
| t |
Effect of dynamic loads on arching -- |
| g |
2.6. |
| t |
Safety approach -- |
| g |
2.7. |
| t |
Partial factors -- |
| g |
2.8. |
| t |
Pile location tolerance -- |
| g |
2.9. |
| t |
Service life / maintenance -- |
| g |
2.10. |
| t |
Checking the geosynthetic reinforcement (GR) -- |
| g |
2.10.1. |
| t |
Tensile strength -- |
| g |
2.10.2. |
| t |
Deformation -- |
| g |
2.11. |
| t |
Subsoil support of the geosynthetic reinforcement -- |
| g |
2.12. |
| t |
Surface water -- |
| g |
2.13. |
| t |
Applicability and limitations of this design guideline -- |
| g |
ch. 3 |
| t |
Requirements and initial details for the piles and pile caps -- |
| g |
3.1. |
| t |
Introduction -- |
| g |
3.2. |
| t |
Piles -- |
| g |
3.3. |
| t |
Pile caps -- |
| g |
ch. 4 |
| t |
Design of the reinforced embankment -- |
| g |
4.1. |
| t |
Introduction -- |
| g |
4.2. |
| t |
Requirements for the basal reinforced embankment -- |
| g |
4.2.1. |
| t |
Introduction -- |
| g |
4.2.2. |
| t |
Strength and stiffness of geosynthetic reinforcement -- |
| g |
4.2.3. |
| t |
Service life of the geosynthetic reinforcement -- |
| g |
4.2.4. |
| t |
Overlaps of the geosynthetic reinforcement -- |
| g |
4.2.5. |
| t |
Embankment fill -- |
| g |
4.3. |
| t |
Analytical design of the basal geosynthetic reinforcement in the embankment -- |
| g |
4.3.1. |
| t |
Introduction -- |
| g |
4.3.2. |
| t |
GR tensile force and GR strain due to vertical load -- |
| g |
4.3.3. |
| t |
Tensile force due to horizontal load -- |
| g |
4.3.4. |
| t |
Total tensile force in geosynthetic reinforcement and checking... -- |
| g |
ch. 5 |
| t |
Calculation examples for the design of reinforced embankments -- |
| g |
5.1. |
| t |
Requirements and initial details -- |
| g |
5.2. |
| t |
Four cases: geometry, properties, load and approach -- |
| g |
5.3. |
| t |
Traffic load and arching reduction coefficient -- |
| g |
5.4. |
| t |
Case 1, calculation step 1: load distribution -- |
| g |
5.5. |
| t |
Case 1, calculation step 2: determine GR stiffness, calculation of GR strain and GR tensile force -- |
| g |
5.6. |
| t |
Check of easel -- |
| g |
5.7. |
| t |
Case 2: unequal centre-to-centre pile spacing longitudinally and transversely -- |
| g |
5.8. |
| t |
Case 3: shallow embankment (κ > 1.0) -- |
| g |
5.9. |
| t |
Case 4: very shallow embankment (construction phase, partial arching) -- |
| g |
ch. 6 |
| t |
Numerical modelling -- |
| g |
6.1. |
| t |
Introduction -- |
| g |
6.2. |
| t |
Purpose of numerical modelling -- |
| g |
6.3. |
| t |
2D modelling -- |
| g |
6.4. |
| t |
Numerical model -- |
| g |
6.5. |
| t |
Deformation calculation, SLS -- |
| g |
6.6. |
| t |
Calculation design values of bending moment and transverse shear force in the piles, ULS -- |
| g |
ch. 7 |
| t |
Transition zones -- |
| g |
7.1. |
| t |
The edges of the basal reinforced piled embankment (overhang) -- |
| g |
7.2. |
| t |
Connection of a piled embankment to a structure -- |
| g |
7.3. |
| t |
Transition of a piled embankment to a conventional embankment -- |
| g |
ch. 8 |
| t |
Construction details -- |
| g |
8.1. |
| t |
The construction of a piled embankment -- |
| g |
8.2. |
| t |
Piles and pile caps -- |
| g |
8.3. |
| t |
Reinforced embankment -- |
| g |
8.3.1. |
| t |
Overlaps -- |
| g |
8.3.2. |
| t |
Straight road -- |
| g |
8.3.3. |
| t |
Bends -- |
| g |
8.3.4. |
| t |
Vertical and horizontal openings -- |
| g |
8.3.5. |
| t |
Enclosure of the reinforced embankment at the sides -- |
| g |
ch. 9 |
| t |
Management and maintenance -- |
| g |
9.1. |
| t |
General -- |
| g |
9.2. |
| t |
Cables and pipelines -- |
| g |
9.3. |
| t |
Embankment widening -- |
| g |
9.4. |
| t |
Service life and function retention of materials to be used -- |
| g |
9.5. |
| t |
Other management aspects -- |
| g |
9.5.1. |
| t |
Coverage of geosynthetic reinforcement in connection with maintenance of slopes -- |
| g |
9.5.2. |
| t |
Accidents -- |
| g |
9.5.3. |
| t |
Damage to geosynthetic reinforcements -- |
| g |
9.5.4. |
| t |
Exceeding the deformation requirements. |
| 938 ## - |
|---|
| -- |
YBP Library Services |
| -- |
YANK |
| -- |
12881549 |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Koha item type |
Books |
| 994 ## - |
|---|
| -- |
Z0 |
| -- |
SUPMU |
| 948 ## - LOCAL PROCESSING INFORMATION (OCLC); SERIES PART DESIGNATOR (RLIN) |
|---|
| h (OCLC) |
NO HOLDINGS IN SUPMU - 9 OTHER HOLDINGS |