Issue 17 (4) 2018 pp. 39-49
Marcin Grygierek
Influence of aggregate base stabilized with triaxial geogrid on pavement at the initial stage of its use
Keywords: geogrid, in situ test, measurement of strain, Finite Elements Method, Falling Weight Deflectometer, pavement
Geosynthetic materials are more and more often applied to improve mechanical properties of a loose
aggregate base layer. In such a case, geosynthetic material located within layers of high rigidity must be
able to stabilize small deformations of aggregate. Geogrids of monolithic joints play such a role. The article
presents initial results of a research program based on observations of a field test section, which is used by
heavy vehicles. Hitherto results of measuring deflection, evenness and deformations in pavement layers
with sensors, show that the geogrid has a beneficial influence of on the performance of loose aggregate.
The conclusions presented at the stage of research are qualitative ones and require verification with further
research.
http://www.architectura.actapol.net/volume17/issue4/17_4_39.pdf
MLA | Grygierek, Marcin. "Influence of aggregate base stabilized with triaxial geogrid on pavement at the initial stage of its use." Acta Sci.Pol. Architectura 17.4 (2018): 39-49. |
APA | Grygierek M. (2018). Influence of aggregate base stabilized with triaxial geogrid on pavement at the initial stage of its use. Acta Sci.Pol. Architectura, 17 (4), 39-49 |
ISO 690 | Grygierek, Marcin. Influence of aggregate base stabilized with triaxial geogrid on pavement at the initial stage of its use. Acta Sci.Pol. Architectura, 2018, 17.4: 39-49. |
http://www.architectura.actapol.net/tom17/zeszyt4/abstrakt-39.html