| 000 -LEADER |
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| fixed length control field |
a |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20210111141236.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
210111b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
AIKTC-KRRC |
| Transcribing agency |
AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| 9 (RLIN) |
12943 |
| Author |
Gupta, Ashish |
| 245 ## - TITLE STATEMENT |
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| Title |
Pseudo-Dynamic Approach to Analyze the Seismic Stability of Reinforced Soil Wall for c–ϕ Soil Backfill |
| 250 ## - EDITION STATEMENT |
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| Volume, Issue number |
Vol. 49(5), Oct |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Switzerland |
| Name of publisher, distributor, etc. |
Springer |
| Year |
2019 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Pagination |
478-491p. |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
In the design of reinforced soil wall, soil is considered as cohesionless. In earthquake-prone regions, analysis is based on either pseudo-static or pseudo-dynamic approach. Very few studies have considered behavior of reinforced soil walls assuming c–ϕ soil backfill in the pseudo-dynamic approach. Present study is aimed to investigate the seismic stability of reinforced soil wall incorporating the pseudo-dynamic approach. The propagation of primary and shear waves is considered under both horizontal and vertical seismic accelerations incorporating effect of soil amplification. A numerical algorithm is proposed to obtain the required strength of reinforcements, critical angle of failure wedge, and factor of safety of the reinforced soil wall for specific number of reinforcement layers and length of reinforcement. The effects of shear strength parameters, coefficients of ground accelerations, and soil amplification factor on the stability of the reinforced soil wall are critically examined. Variation in the mobilized pullout resistance of reinforcement layers and associated factor of safety with time is considered in the assessment of stability. For c–ϕ soil backfill, numerical predictions are in good agreement when compared with available studies in the literature for validation purpose. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| 9 (RLIN) |
4621 |
| Topical term or geographic name entry element |
Civil Engineering |
| 700 ## - ADDED ENTRY--PERSONAL NAME |
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| 9 (RLIN) |
12944 |
| Co-Author |
Sawant, V. A. |
| 773 0# - HOST ITEM ENTRY |
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| Title |
Indian geotechnical journal |
| Place, publisher, and date of publication |
Switzerland Springer |
| International Standard Serial Number |
0971-9555 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS |
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| URL |
https://link.springer.com/article/10.1007/s40098-019-0349-3 |
| Link text |
Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
|
| Koha item type |
Articles Abstract Database |
