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

Key Words

cyclic loading; multiple geocell layers; pavement foundation; residual and resilient deformations

Address

(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.

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