Model Studies on Laterally Loaded Piles in Sloping Clay Bed (Record no. 14280)

000 -LEADER
fixed length control field a
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20210212155237.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 210212b 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 Model Studies on Laterally Loaded Piles in Sloping Clay Bed
250 ## - EDITION STATEMENT
Volume, Issue number Vol, 48 (1), March
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. New York
Name of publisher, distributor, etc. Springer
Year 2018
300 ## - PHYSICAL DESCRIPTION
Pagination 114-124p.
520 ## - SUMMARY, ETC.
Summary, etc. Most of the coastal and offshore structures such as bridge abutment on the river shore, open type berthing structures, etc. are founded on piles in sloping ground and these structures are subjected to significant amount of lateral loads due to lateral soil movement, wind, mooring pull and earthquake forces. The problem of laterally loaded pile on sloping ground is a complex soil–structure interaction problem. To study the above problem a series of model tests were conducted on a single pile with different slenderness ratio and embedded in different slopes of the clay bed. This paper presents the study of bending moment variation along the embedment depth of pile, obtained from strain, using strain gauges pasted along the depth of the pile. The variation of pile head deflection with increase in load is also studied. The analytical formulations of the model tests are also done using the finite difference method and numerical studies are conducted in PLAXIS 3D. The results are compared with the model experimental results and are found to be in good agreement. The aim of the study is to identify the significance of bed slope on the load-deflection and bending behaviour of single pile at the crest of the slope for a homogeneous soil characteristics and loading condition.
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) 13300
Co-Author Kavitha, P. E.
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/s40098-017-0248-4
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 School of Engineering & Technology Archieval Section 2021-02-12 2021-2021481 2021-02-12 2021-02-12 Articles Abstract Database
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