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Doherty, James
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Publications (7/7 displayed)
- 2021Relationships between lateral and rotational load transfer stiffnesses and soil modulus for the elastic response of monopilescitations
- 2017Cyclic shear response of cemented paste backfillcitations
- 2016Stress-strain response of fine silica sand using a miniature pressuremeter
- 2016Influence of curing temperature and stress conditions on mechanical properties of cementing paste backfillcitations
- 2016Stress-strain response of fine silica sand using miniature pressuremeter.
- 2016Experimental study of the evolution of the soil water retention curve for granular material undergoing cement hydrationcitations
- 2003Elastic response of circular footings embedded in a non-homogeneous half-space
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article
Elastic response of circular footings embedded in a non-homogeneous half-space
Abstract
This study uses a semi-analytical technique (the scaled boundary finite-element method) to evaluate the load-displacement response of rigid circular footings embedded in a non-homogeneous elastic half-space. Results are presented in terms of dimensionless elastic stiffness coefficients. The footings are subjected to vertical, horizontal, moment and torsional loads. The cross-coupling between the horizontal and moment load case is also evaluated. The variation of soil shear modulus with depth may correspond to normally consolidated sand or clay, and the footing geometries considered cover a range of footings commonly encountered in engineering practice.