Three-dimensional finite element analysis of flexible pavements with an (open joint in the) EPS sub-base

Geotextiles and Geomembranes

Volumn 15, Issue 1-3, 1997, Pages 29-38

  Duskov M ^a   Scarpas, A ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT PAVEMENTS; CALCULATIONS; DEFORMATION; FLEXIBLE STRUCTURES; POLYSTYRENES; STIFFNESS; STRAIN; STRESSES;

EXPANDED POLYSTYRENE; FLEXIBLE PAVEMENT; THREE DIMENSIONAL FINITE ELEMENT ANALYSIS;

FINITE ELEMENT METHOD;

FINITE ELEMENT MODEL; GEOFOAM; PAVEMENT;

EID: 0042133187     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0266-1144(97)00005-8     Document Type: Article

References (6)

1. Duškov, M. (1991) Use of expanded polystyrene foam (EPS) in flexible pavements on poor subgrades. In Proc. Vol. I, Int. Conf. on Geotechnical Engineering for Coastal Development, Yokohama, Japan, pp. 783-788.
2. Duškov, M. (1994). Measurements on Concrete Block Pavement Structures with an EPS Sub-base. Report 7-94-211-4, Road and Railroad Research Laboratory, Delft University of Technology, Delft, The Netherlands.
3. Duškov, M. (1997a) Measurements on the flexible pavement structure with an EPS geofoam sub-base. Geotextiles and Geomembranes (this issue).
4. Duškov, M. (1997b) Materials research on EPS20 and EPS 15 under representative conditions in pavement structures. Geotextiles and Geomembranes (this issue).
5. Scarpas, A. (1993) CAPA Finite Elements System - Version 2-6, FEMA User's Manual. Faculty of Civil Engineering, Delft University of Technology, Delft, The Netherlands.
6. Van Rijn, P. J. (1984) Determination of the Suitable Finite Element Model for Theoretical Research on Road Pavement Structures (in Dutch). Road and Hydraulic Engineering Division, Ministry of Transport, Public Work and Water Management, Delft, The Netherlands.