NDLI: Response of Flexible Piles Under Lateral Loads

Content Provider	Springer Nature Link
Author	Phanikanth, V. S. Choudhury, Deepankar Srinivas, K.
Copyright Year	2012
Abstract	Soil pile interaction studies have evolved over the years and the contribution by various researchers in this field has lead to the development of various methods viz. modulus of subgrade reaction approach, elastic continuum approach and finite element techniques for estimating the pile response.The advantage of subgrade reaction approach over elastic continuum approach is that besides its simplicity, it can also account for material non-linearity. The more realistic approach is elastic continuum method, however, the pile response based on this method, depends on the accurate estimation of soil young’s modulus. In the present study modulus of subgrade reaction is related to young’s modulus of soil using empirical relations and pile response for various stiffness ratio’s is obtained by using both modulus of subgrade reaction approach and finite element based solutions for homogeneous soils, soils with linearly varying stiffness and for two layered soils with constant but different soil stiffness. With the pile response so obtained by both these methods, algebraic expressions have been proposed for pile head deflections and maximum pile bending moments for homogeneous soils, soils with linearly varying stiffness and for two layered soils with constant but different soil stiffness.
Starting Page	76
Ending Page	82
Page Count	7
File Format	PDF
ISSN	09719555
Journal	Indian Geotechnical Journal
Volume Number	43
Issue Number	1
e-ISSN	22773347
Language	English
Publisher	Springer-Verlag
Publisher Date	2012-11-24
Publisher Place	India
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Geoengineering, Foundations, Hydraulics Laterally loaded piles Modulus of subgrade reaction Homogeneous soils
Content Type	Text
Resource Type	Article
Subject	Geotechnical Engineering and Engineering Geology

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