Analysis of Liquefaction Potential of Coastal Sands Using Laminar Box System (Record no. 15842)

000 -LEADER
fixed length control field a
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220101124140.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 211230b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 13299
Author Beena, K. S.
245 ## - TITLE STATEMENT
Title Analysis of Liquefaction Potential of Coastal Sands Using Laminar Box System
250 ## - EDITION STATEMENT
Volume, Issue number Vol, 51(6), December
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Switzerland
Name of publisher, distributor, etc. Springer
Year 2021
300 ## - PHYSICAL DESCRIPTION
Pagination 1209-1224p.
520 ## - SUMMARY, ETC.
Summary, etc. Liquefaction is considered as one of the geotechnical risks caused during an earthquake in a saturated sand deposit. Due to their loose, saturated, and cohesionless nature, the sands in the coastal area are susceptible to liquefaction when subjected to cyclic loading. This effect leads to an alteration of soil structure from a stable to an unstable liquid form. The study of liquefaction in Kerala, which is in earthquake zone III, has not been done much earlier and that would be beneficial because of increasing infrastructural development in these areas. This study presents the development of a laminar soil container for shaking table tests in Kerala, and the response of the excess pore water pressure at various locations of the contained sand. The laboratory investigation is intended to understand the effect of gradation of soil and amplitude of base shaking on the generation of excess pore water pressure at varying relative density of soil (30%, 40% and 50%) but at a constant frequency of shaking (1 Hz). The test results have indicated that soil liquefaction resistance decreases as the amplitude of base shaking increases and the relative density of soil decreases. Also, sand with a lower percentage of finer sand content and larger mean grain size showed higher resistance to liquefaction.
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) 15247
Co-Author Jayakrishnan, Veena
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/s40098-021-00503-0
Link text Click here
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Koha item type Articles Abstract Database
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Permanent Location Current Location Shelving location Date acquired Barcode Date last seen Price effective from Koha item type
          School of Engineering & Technology (PG) School of Engineering & Technology (PG) Archieval Section 2021-12-30 2021-2022659 2021-12-30 2021-12-30 Articles Abstract Database
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