A Finite Element Study of Beam on Reinforced Granular Beds with Sand Drains

Sarvesh Chandra
Professor, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India
C. S. Upadhyay
Associate Professor, Dept. of Aerospace Engineering, Indian Institute of Technology Kanpur, Kanpur, India
Imran Ahmad
Former Post Graduate Student, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India
Arindam Dey
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India
Keywords: Geosynthetic reinforced granular fill-soft soil system, Finite element method, Sand drains
ABSTRACT: This paper presents the settlement analysis of a beam resting on geosynthetic reinforced granular
fill-soft soil system. Each subsystem of the reinforced fill-soil system is idealized by elastic membrane, Pasternak
shear layer, Winkler springs and dashpots, as applicable. The suggested model incorporates various aspects of
the behavior of the geosynthetic-reinforced granular fill-soft soil system such as horizontal stress induced in the
granular fill, the compressibility of the granular fill, and the time-dependent behavior of the subgrade. The
differential equations governing the settlement response of the beam resting on two layered reinforced foundation
soil has been formulated by incorporating deformation compatibility conditions. The numerical solutions are
obtained using Finite Element Method and results are presented in non-dimensional form. The parametric studies
are carried out to enumerate the effects of parameters on the settlement response of the system. Results indicate
that over a large number of various parameters under large deformation the proposed model evaluate the
settlement of the system and horizontal displacement of membrane with reasonable accuracy. It is observed that
compressibility, shear modulus and thickness of granular fill, pre-stressing and tension modulus of reinforcement
have appreciable influence on the settlement of the system and horizontal displacement of membrane. It is
observed that the horizontal displacement of the geosynthetic membrane is negligible as compared to that of the
vertical settlement. The model is also analyzed for the case of a sand drain in the soft soil which indicated that the
elapsed time and the radius of the sand drain significantly affects the settlement response of the system.

A Finite Element Study of Beam on Reinforced Granular Beds with Sand Drains 2011-04-04T19:08:00-07:00 Rating: 4.5 Diposkan Oleh: Andre S