| 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 |
20210218125449.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
210218b 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) |
13414 |
| Author |
Chakraborty, Pradipta |
| 245 ## - TITLE STATEMENT |
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| Title |
Seismic Site Classification and Liquefaction Hazard Assessment of Jaipur City, India |
| 250 ## - EDITION STATEMENT |
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| Volume, Issue number |
Vol,48 (4), Dec |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
New York |
| Name of publisher, distributor, etc. |
Springer |
| Year |
2018 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Pagination |
768-779p |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
Multichannel Analysis of Surface Wave (MASW) is one of the latest geophysical methods used for determining the shear wave velocity of the soil. A series of MASW tests were carried out in this study using a multi channel seismograph with 24 numbers of 4.5 Hz vertical geophones. Collected data were analysed using Surface Plus software. One-dimensional shear wave velocity models were developed from the analyses of the collected data for the Jaipur city. The average shear wave velocity (VS30) for the top 30 m of soil deposit was estimated for the Jaipur city. Based on this VS30 value, the Jaipur city was finally divided into various sub-zones as per the NEHRP guidelines. From the study it has been observed that all the studied areas are falling either in site class C or D. In top 15 m depth, almost all studied area is having average shear wave velocity less than 360 m/s. The estimated shear wave velocity data were used in the assessment of liquefaction potential of soil at various locations in the city. From the liquefaction potential results it can be concluded that most of the city area is not susceptible to liquefaction. |
| 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) |
13415 |
| Co-Author |
Uttam Kumar |
| 773 0# - HOST ITEM ENTRY |
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| International Standard Serial Number |
0971-9555 |
| Title |
Indian geotechnical journal |
| Place, publisher, and date of publication |
Switzerland Springer |
| 856 ## - ELECTRONIC LOCATION AND ACCESS |
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| URL |
https://link.springer.com/article/10.1007/s40098-017-0287-x |
| 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 |
