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A COMPARATIVE STUDY OF THE FAILURE MODE OF CONVENTIONAL ROAD STRUCTURES AND OF ROAD STRUCTURES REINFORCED WITH POLYPROPYLENE RECTANGULAR MESH GEOGRIDS

Assist. Lavinia-Elena MUNTEAN, Assist. Radu-Vasile COT

First published: 2014-06-20https://doi.org/10.5593/sgem2014/b12/s2.002View metrics

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Title
A COMPARATIVE STUDY OF THE FAILURE MODE OF CONVENTIONAL ROAD STRUCTURES AND OF ROAD STRUCTURES REINFORCED WITH POLYPROPYLENE RECTANGULAR MESH GEOGRIDS
Authors
Assist. Lavinia-Elena MUNTEAN, Assist. Radu-Vasile COT
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 14th SGEM GeoConference on SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING
Publisher
Stef92 Technology
Year
2014
Pages
Not available yet
ISSN
1314-2704
ISBN
978-619-7105-08-7
Language
en
Publication type
Conference Paper
Keywords
HydrogeologyEngineering Geology and Geotechnics
References12

  1. Beretta, L., Cancelli, A., Montanelli, F., Rimoldi, P.(1994), Full Scale Laboratory Tests on Geosynthetics Reinforced Roads on Soft Soil. Fifth International Conference on Geotextiles, Geomembranes and Related Products, Singapore;

  2. Chiorean C.G. Geostru software, GFAS Finite Element Systems for Geotechnical aplications, Theoretical and User Manual 2010 www.geostru.com;

  3. Chiorean C.G., GFAS Theoretical and User manual, http://bavaria.utcluj.ro/~ccosmin;

  4. Koerner, R. M. (2005), Designing with geosynthetics. Fifth Edition. Upper Saddle River, N.J. 07458;

  5. Găzdaru A., Manea, S., Feodorov, V., Batali, L.(1999), Geosinteticele în construcții, Ed. Academiei Române, București;

  6. STAS 2914/4-89 Road and railway works. Determination of linear deformation modulus.

  7. Beretta, L., Cancelli, A., Montanelli, F., Rimoldi, P.(1994), Full Scale Laboratory Tests on Geosynthetics Reinforced Roads on Soft Soil. Fifth International Conference on Geotextiles, Geomembranes and Related Products, Singapore;

  8. Chiorean C.G. Geostru software, GFAS Finite Element Systems for Geotechnical aplications, Theoretical and User Manual 2010 www.geostru.com;

  9. Chiorean C.G., GFAS Theoretical and User manual, http://bavaria.utcluj.ro/~ccosmin;

  10. Koerner, R. M. (2005), Designing with geosynthetics. Fifth Edition. Upper Saddle River, N.J. 07458;

  11. Găzdaru A., Manea, S., Feodorov, V., Batali, L.(1999), Geosinteticele în construcții, Ed. Academiei Române, București;

  12. STAS 2914/4-89 Road and railway works. Determination of linear deformation modulus.

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