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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 |
20230831152844.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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230831b 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) |
21685 |
| Author |
Mallick, Monirul |
| 245 ## - TITLE STATEMENT |
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| Title |
Seismic response of laterally loaded single piles in liquefiable multi-layered sloping ground using pseudo-static approach |
| 250 ## - EDITION STATEMENT |
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| Volume, Issue number |
Vol.53(1), Feb |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
USA |
| Name of publisher, distributor, etc. |
Springer |
| Year |
2023 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Pagination |
42-62p. |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
A simplified numerical methodology is presented in the present study to investigate the seismic response of single piles in liquefiable multi-layered sloping ground taking into account of both kinematic and inertial interaction effects using pseudo-static approach based on beam on nonlinear Winkler foundation (BNWF) model. The open-source finite element-based code, OpenSees, is used to conduct the analysis using results obtained from a separate free-field effective stress-based nonlinear ground response analysis. The present numerical model has been validated with the established theoretical solution and past case study. The parametric studies have been performed for evaluating the influence of various parameters on seismic response of layered soil–pile system. The results show that the peak lateral displacement and bending moment of piles are significantly influenced by ground slope, slenderness ratio of pile, pile head fixity condition, depth of liquefiable layer and pile embedment depth. The peak bending moment occurs near the interface between liquefiable and non-liquefiable layer when the depth of liquefiable layer is almost 22% and embedment depth is almost 45% of total length of pile. It is also observed that peak lateral displacement of pile reduces and peak kinematic pile bending increases in liquefiable sloping ground with increasing of embedment depth of pile. |
| 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) |
21686 |
| Co-Author |
Mandal, Kalyan Kumar |
| 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/s40098-022-00653-9 |
| Link text |
Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
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| Koha item type |
Articles Abstract Database |
