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Explanation and Application of the Evolving Contact Traction Fields in Shallow Foundation Systems

Journal Article · · Geotechnics
The present paper provides a qualitative discussion of the evolution of contact traction fields beneath rigid shallow foundations resting on granular materials. A phenomenological similarity is recognized in the measured contact traction fields of rigid footings and at the bases of sandpiles. This observation leads to the hypothesis that the stress distributions are brought about by the same physical phenomena, namely the development of arching effects through force chains and mobilized intergranular friction. A set of semi-empirical equations are suggested for the normal and tangential components of this contact traction based on past experimental measurements and phenomenological assumptions of frictional behaviors at the foundation system scale. These equations are then applied to the prescribed boundary conditions for the analysis of the settlement, resistance, and stress fields in supporting granular materials beneath the footing. A parametric sensitivity study is performed on the proposed modelling method, highlighting solutions to the boundary-value problems in an isotropic, homogeneous elastic half-space.
Research Organization:
Lawrence Livermore National Laboratory (LLNL), Livermore, CA (United States)
Sponsoring Organization:
USDOE National Nuclear Security Administration (NNSA)
Grant/Contract Number:
AC52-07NA27344
OSTI ID:
1840841
Report Number(s):
LLNL-JRNL--811338; 1017345
Journal Information:
Geotechnics, Journal Name: Geotechnics Journal Issue: 1 Vol. 2; ISSN 2673-7094
Publisher:
MDPICopyright Statement
Country of Publication:
United States
Language:
English

References (24)

Stress distribution beneath rigid circular foundations on sands
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  • International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 16, Issue 1 https://doi.org/10.1002/nag.1610160106
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