๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

A STUDY ON A NEW MECHANICAL MODEL FOR FOUNDATIONS AND ITS ELASTIC SETTLEMENT RESPONSE

โœ Scribed by SHUKLA, S. K.; CHANDRA, S.

Publisher
John Wiley and Sons
Year
1996
Tongue
English
Weight
500 KB
Volume
20
Category
Article
ISSN
0363-9061

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โœฆ Synopsis

In the present paper, a new foundation model has been proposed by introducing a stretched rough elastic membrane in the Pasternak shear layer sandwiched between two spring layers which is an extension of Kerf model. Considering the equilibrium of different elements, the equations governing the elastic settlement response of the model are derived. Finite difference scheme has been employed to solve the governing equations. The parametric studies carried out show the effect of several parameters on the elastic settlement response of the model. The proposed model is well suited for idealizing the behavior of geosyntheticreinforced granular fill -soft soil system besides other applications.

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