| 000 -LEADER |
|---|
| fixed length control field |
a |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
|---|
| control field |
20221231142225.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
221231b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
AIKTC-KRRC |
| Transcribing agency |
AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
|---|
| 9 (RLIN) |
19514 |
| Author |
Mohd Saqib |
| 245 ## - TITLE STATEMENT |
|---|
| Title |
Constitutive model for cyclic loading response of crushable sand |
| 250 ## - EDITION STATEMENT |
|---|
| Volume, Issue number |
Vol.52(6), Dec |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
USA |
| Name of publisher, distributor, etc. |
Springer |
| Year |
2022 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Pagination |
1253-1266p. |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc. |
Grain crushing significantly impacts the engineering behavior of crushable sand primarily found in coastal and offshore locations. In the present study, such sand’s breakage characteristics under cyclic loading are addressed by enhancing a well-known sand anisotropic model (SANISAND). The novel features of the current work are to account for the evolution of the critical state line into the constitutive formulation and capture the fabric-related process induced by cyclic loading. With the main focus on undrained loading conditions, in the first part, the predictive ability of the upgraded SANISAND08 model is investigated against experimental results from the literature on beach sand commonly found in Japan. The results from the numerical simulation and experimental data from the literature show that the model can capture the effect of breakage with an error of 5%. Finally, a parametric study is presented to evaluate the particle breakage effects on the liquefaction phenomenon, such as those induced by earthquake events in an offshore region. The predicted response indicates that soil liquefaction resistance reduces with the increasing particle crushing. It is shown that a 30% reduction in the number of cycles to reach liquefaction with 55% breakage. |
| 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) |
15244 |
| Co-Author |
Patra, Nihar Ranjan |
| 773 0# - HOST ITEM ENTRY |
|---|
| Title |
Indian geotechnical journal |
| Place, publisher, and date of publication |
Switzerland Springer |
| International Standard Serial Number |
0971-9555 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS |
|---|
| URL |
https://link.springer.com/article/10.1007/s40098-022-00630-2 |
| Link text |
Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
|
| Koha item type |
Articles Abstract Database |
