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M. Zaman, R. Radhakrishan and J. Laguros

School of Civil Engineering and Environmental Science, University of Oklahoma, Norman, United States of America

doi:10.4203/ccp.23.2.7

M. Zaman, R. Radhakrishan, J. Laguros, "Bonded Aggregate Base Pavement - Subgrade Interaction", in M. Papadrakakis, B.H.V. Topping, (Editors), "Advances in Simulation and Interaction Techniques", Civil-Comp Press, Edinburgh, UK, pp 67-72, 1994. doi:10.4203/ccp.23.2.7

Abstract

A pavement system consisting of an aggregate base course stabilized with fly ash and resting on a subgrade soil is analyzed using the nonlinear finite element method. Both the beam (one-dimensional) and the slab (two-dimensional) idealization are employed and for various base thicknesses and wheel loads the deflections are computed. Results are presented in a graphical form that can be used for selecting a suitable base and pavement thickness for a given subgrade soil as measured by the modulus of subgrade reaction.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 23 ADVANCES IN SIMULATION AND INTERACTION TECHNIQUES Edited by: M. Papadrakakis and B.H.V. Topping Paper II.7 Bonded Aggregate Base Pavement - Subgrade Interaction M. Zaman, R. Radhakrishan and J. Laguros School of Civil Engineering and Environmental Science, University of Oklahoma, Norman, United States of America doi:10.4203/ccp.23.2.7 purchase the full-text of this paper Full Bibliographic Reference for this paper M. Zaman, R. Radhakrishan, J. Laguros, "Bonded Aggregate Base Pavement - Subgrade Interaction", in M. Papadrakakis, B.H.V. Topping, (Editors), "Advances in Simulation and Interaction Techniques", Civil-Comp Press, Edinburgh, UK, pp 67-72, 1994. doi:10.4203/ccp.23.2.7 Abstract A pavement system consisting of an aggregate base course stabilized with fly ash and resting on a subgrade soil is analyzed using the nonlinear finite element method. Both the beam (one-dimensional) and the slab (two-dimensional) idealization are employed and for various base thicknesses and wheel loads the deflections are computed. Results are presented in a graphical form that can be used for selecting a suitable base and pavement thickness for a given subgrade soil as measured by the modulus of subgrade reaction. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £60 +P&P)
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