Improvement of pavement foundation response with multi-layers of geocell reinforcement: Cyclic plate load test
Omid Khalaj,Seyed Naser Moghaddas Tafreshi,Bohuslav Mašek,Andrew R. Dawson
Abstract
Comprehensive results from cyclic plate loading at a diameter of 300 mm supported by layers of geocell are presented. The plate load tests were performed in a test pit measuring 2000
(1) Omid Khalaj, Bohuslav Mašek:
The Research Centre of Forming Technology, University of West Bohemia, Plzen, Czech Republic;
(2) Seyed Naser Moghaddas Tafreshi:
Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran;
(3) Andrew R. Dawson:
Nottingham Transportation Engineering Centre, University of Nottingham, Nottingham, UK.
PDF Viewer
Preview uses the same access rules as Full Text PDF (subscription, purchase, or open access).
