| 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 |
20190320105603.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
190320b 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 |
|---|
| 9 (RLIN) |
8165 |
| Author |
Benmebarek, Sadok |
| 245 ## - TITLE STATEMENT |
|---|
| Title |
FE analysis of back-to-back mechanically stabilized earth walls under cyclic harmonic loading |
| 250 ## - EDITION STATEMENT |
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| Volume, Issue number |
Vol. 48(3), September |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
New York |
| Name of publisher, distributor, etc. |
Springer |
| Year |
2018 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Pagination |
498-509p. |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc. |
Back-to-back mechanically stabilized earth walls (BBMSEW) are encountered in bridge approaches, ramp ways, rockfall protection systems, earthen dams, levees and noise barriers. However, available literature studies and design guidelines for BBMSEW are limited and not supported by the numerical modeling when back-to-back walls perform interaction. Under static condition, the distance between two opposing walls is a key parameter used for determining the analysis methods of BBMSEW in the Federal Highway Administration Guidelines. Moreover, existing design methodologies do not provide a clear and justified answer how the required tensile strength of reinforcement and the external stability change with respect to the distance of the back-to-back walls under seismic conditions. For this purpose, an attempt has been made, in this paper, to analyze the performance of BBMSEW under earthquake loading conditions using a geotechnical finite element code, PLAXIS 2D. The main focus of this research is to investigate the effect of the reduction of the distance between the opposing walls on internal and external stability of BBMSEW under harmonic cyclic loading. Parametric studies were carried out by varying the distance, associated with different BBMSEW width to height ratio, to investigate its effects on the behavior of interacted walls. The effect of the height of walls was separately presented. By keeping the distance between walls as constant, the influences of the peak ground acceleration and frequency of the harmonic cyclic loading were also investigated. The results were evaluated in terms of horizontal walls displacements and the tensile loads on the reinforcement layers. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| 9 (RLIN) |
4621 |
| Topical term or geographic name entry element |
Civil Engineering |
| 700 ## - ADDED ENTRY--PERSONAL NAME |
|---|
| 9 (RLIN) |
8166 |
| Co-Author |
Djabri, Mohamed |
| 773 0# - HOST ITEM ENTRY |
|---|
| Title |
Indian geotechnical journal |
| International Standard Serial Number |
0971-9555 |
| Place, publisher, and date of publication |
Switzerland Springer |
| 856 ## - ELECTRONIC LOCATION AND ACCESS |
|---|
| URL |
https://link.springer.com/article/10.1007/s40098-017-0269-z |
| Link text |
Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
|
| Koha item type |
Articles Abstract Database |
