By David J. Abel (auth.), Michel Scholl, Agnès Voisard (eds.)
This ebook constitutes the refereed complaints of the 5th overseas Symposium on Spatial Databases, SSD '97, held in Berlin, Germany, in July 1997.
The 18 revised complete papers offered have been rigorously chosen from a complete of fifty five submissions. additionally integrated are keynote contributions. The papers are prepared in topical sections on spatial similarities, geo-algorithms, spatial constraint databases, spatial question processing, structures, spatial info types and spatial entry methods.
Read or Download Advances in Spatial Databases: 5th International Symposium, SSD '97 Berlin, Germany, July 15–18, 1997 Proceedings PDF
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Additional resources for Advances in Spatial Databases: 5th International Symposium, SSD '97 Berlin, Germany, July 15–18, 1997 Proceedings
Unbound Aggregates in Road Construction. Balkema, pp. 183–191. Casagrande, F. 2003. Study of the influence of fine content on the hydraulic conductivity and elastic deformability of unbound aggregates. MSc Thesis. Porto Alegre: Federal University of Rio Grande do Sul, Brazil, 145 pp. (In Portuguese). Garg, N. R. 1997. Triaxial Characterization of Minnesota Road Research Project Granular Materials. Transportation Research Record Washington DC. No. 1577, pp. 27–36. R. & Dawson, A. 1996. Influences on Permanent Deformation Behaviour of Unbound Granular Materials.
Maltha, A. 1977. Shear zones in granular material, Rock Mechanics 9:95– 144. D. 1998. On the micromechanics of crushable aggregates, Geotechnique, 48(5): 667–679. , Peck, R. 1948. Soil mechanics in engineering practice, New York, Ed Jhon Wiley & sons: 58–61. ) © 2004 Taylor & Francis Group, London, ISBN 90 5809 699 8 ABSTRACT: Gravels forming part of the base of flexible pavements experience abrasion and crushing as a result of static and dynamic loads. Abrasion takes place when the sharp corners of the particles of gravel are removed as a result of compressive and shear loads.
2004 Taylor & Francis Group, London, ISBN 90 5809 699 8 ABSTRACT: Most of studies on unbound aggregates carried out in Brazil have discussed elastic behaviour and little attention has been paid to shear strength and permanent deformation. This paper analyses the results of a laboratory study on the strength and permanent deformation characteristics of unbound aggregates used as bases or sub-bases in Brazil. Three gradations (one well-graded and two open-graded) were chosen, in order to quantify the effects of fine aggregates (percent passing in a #4 sieve), stress state on shear strength and permanent deformation.