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Model Studies on Laterally Loaded Piles in Sloping Clay Bed

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Indian Geotechnical Journal : Volume 47

Indian Geotechnical Journal : Volume 46

Indian Geotechnical Journal : Volume 45

Indian Geotechnical Journal : Volume 44

Indian Geotechnical Journal : Volume 43

Indian Geotechnical Journal : Volume 42

Model Studies on Laterally Loaded Piles in Sloping Clay Bed

Content Provider	Springer Nature Link
Author	Beena, K. S. Narayanan, K. P. Kavitha, P. E.
Copyright Year	2017
Abstract	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.
Starting Page	114
Ending Page	124
Page Count	11
File Format	PDF
ISSN	09719555
Journal	Indian Geotechnical Journal
Volume Number	48
Issue Number	1
e-ISSN	22773347
Language	English
Publisher	Springer India
Publisher Date	2017-07-18
Publisher Place	New Delhi
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Geoengineering, Foundations, Hydraulics Flexible pile Laterally loaded pile Sloping ground Model test
Content Type	Text
Resource Type	Article
Subject	Geotechnical Engineering and Engineering Geology

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