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M.A. Benz-Navarrete¹, E. Escobar¹, Y. Haddani¹, R. Gourves¹, S. Costa D'Aguiar² and N. Calon³

¹Sol-Solution Geotechnique Réseaux, Riom, France
²Direction de L'Innovation et de la Recherche, SNCF, Paris, France
³Direction de l'ingénierie, SNCF, Paris, France

doi:10.4203/ccp.104.56

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M.A. Benz-Navarrete, E. Escobar, Y. Haddani, R. Gourves, S. Costa D'Aguiar, N. Calon, "Determination of Soil Dynamic Parameters by the Panda 3®: Railways Platform Case", in J. Pombo, (Editor), "Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 56, 2014. doi:10.4203/ccp.104.56

Keywords: geotechnical, railroad track, dynamic penetrometer, Panda 3R, dynamic parameters.

Summary

A general overview of the latest developments of dynamic penetrometers (Panda 3® and Grizzly 3®) is presented in this paper. One of the focused topics, in this paper, is the principle of uncoupling dynamic mechanical waves and the load-penetration curves processing. For that purpose, data from laboratory tests carried out in calibration chamber have been used in order to check both repeatability and reliability of the results. In addition, field tests have been carried out on a railway site. These tests aimed at comparing the results of the new penetrometers with those obtained by classical geophysical and geotechnical tests. The test site is located in a marshalling yard of Vernouillet station (Yvelines dept -Noth Ouest of Paris)

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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: 104 PROCEEDINGS OF THE SECOND INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo Paper 56 Determination of Soil Dynamic Parameters by the Panda 3®: Railways Platform Case M.A. Benz-Navarrete¹, E. Escobar¹, Y. Haddani¹, R. Gourves¹, S. Costa D'Aguiar² and N. Calon³ ¹Sol-Solution Geotechnique Réseaux, Riom, France ²Direction de L'Innovation et de la Recherche, SNCF, Paris, France ³Direction de l'ingénierie, SNCF, Paris, France doi:10.4203/ccp.104.56 purchase the full-text of this paper Full Bibliographic Reference for this paper M.A. Benz-Navarrete, E. Escobar, Y. Haddani, R. Gourves, S. Costa D'Aguiar, N. Calon, "Determination of Soil Dynamic Parameters by the Panda 3®: Railways Platform Case", in J. Pombo, (Editor), "Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 56, 2014. doi:10.4203/ccp.104.56 Keywords: geotechnical, railroad track, dynamic penetrometer, Panda 3R, dynamic parameters. Summary A general overview of the latest developments of dynamic penetrometers (Panda 3® and Grizzly 3®) is presented in this paper. One of the focused topics, in this paper, is the principle of uncoupling dynamic mechanical waves and the load-penetration curves processing. For that purpose, data from laboratory tests carried out in calibration chamber have been used in order to check both repeatability and reliability of the results. In addition, field tests have been carried out on a railway site. These tests aimed at comparing the results of the new penetrometers with those obtained by classical geophysical and geotechnical tests. The test site is located in a marshalling yard of Vernouillet station (Yvelines dept -Noth Ouest of Paris) 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 £65 +P&P)
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