J
John C. Small
Researcher at University of Sydney
Publications - 66
Citations - 1812
John C. Small is an academic researcher from University of Sydney. The author has contributed to research in topics: Finite element method & Consolidation (soil). The author has an hindex of 22, co-authored 65 publications receiving 1672 citations. Previous affiliations of John C. Small include Coffey International & Universidade Federal de Goiás.
Papers
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An investigation of the stability of numerical solutions of Biot's equations of consolidation
John R. Booker,John C. Small +1 more
TL;DR: In this article, a finite element formulation based on approximation in the Laplace transform space, is given for Biot's Consolidation theory and conditions under which these integration schemes are stable are investigated.
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Elasto-plastic consolidation of soil
TL;DR: In this article, a theory of the behavior of an ideal mass of two-phase soil is developed, which unifies the usually separately considered aspects of analytical soil mechanics of settlement and deformation; time dependent consolidation; and yielding leading to collapse of the mass.
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Analysis of Piled Raft Systems in Layered Soil
L. D. Ta,John C. Small +1 more
TL;DR: In this paper, a method of analysis for piled rafts constructed in layered soils is presented, which takes account of the interactions of the raft, piles and soil without the cost of a full three-dimensional rigorous analysis.
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Finite layer analysis of consolidation. I
John R. Booker,John C. Small +1 more
TL;DR: In this paper, a method for the analysis of the consolidation of a horizontally layered soil under plane conditions is developed, which relies upon the transformation of the governing equations by a Fourier transform.
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A method of computing the consolidation behaviour of layered soils using direct numerical inversion of Laplace transforms
John R. Booker,John C. Small +1 more
TL;DR: In this paper, a method for obtaining the consolidation behavior of a layered soil subjected to strip, circular, or rectangular surface loadings, or subjected to fluid withdrawal due to pumping is presented.