| 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 |
20190320115221.0 |
| 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 |
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| 9 (RLIN) |
8170 |
| Author |
Amrane, Moussa |
| 245 ## - TITLE STATEMENT |
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| Title |
Modeling the behavior of geotechnicla constructions under cyclic loading with a numerical approach based on J. Lemaitre model |
| 250 ## - EDITION STATEMENT |
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| Volume, Issue number |
Vol. 84(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 |
520-528p. |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
A concise prediction of the cyclic accumulation of deformations in non-cohesive soils becomes important for a high number of cycles, but such prediction is troublesome because even small errors of the general purpose constitutive models are quickly accumulated. The solution could be an explicit model that treats accumulation as a sort of creep process. This article presents a numerical fashion the phenomenon of accumulation resulting from cyclic loading in sand in drained state. The first cycle is performed using Hypoplastic model of Wolffersdorff 1996 with the improvement of intergranular strain (IGS). From the second cycle, the behavior of the soil is simulated as a pseudo creep (J. Lemaitre model) where we seek an equivalence between the parameters of J. Lemaitre model and cyclic parameters, Replacing the cyclic effect by a cumulative volumetric strain and the number of cycles (N) is considered equivalent time (t). The prediction of model is compared with experimental values. Good correlation exists between predicted and experimental response. |
| 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) |
8171 |
| Co-Author |
Messast, Salah |
| 773 0# - HOST ITEM ENTRY |
|---|
| International Standard Serial Number |
0971-9555 |
| Place, publisher, and date of publication |
Switzerland Springer |
| Title |
Indian geotechnical journal |
| 856 ## - ELECTRONIC LOCATION AND ACCESS |
|---|
| URL |
https://link.springer.com/article/10.1007/s40098-017-0275-1 |
| 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 |
