Experimental Investigation of Reinforced Soil Slopes in a Geotechnical Centrifuge, with the Use of Optical Fibre Sensors
Number of Authors: 3
2017 (English)In: Geotechnical and Geological Engineering, ISSN 0960-3182, E-ISSN 1573-1529, Vol. 35, no 2, 585-605 p.Article in journal (Refereed) Published
The purpose of this experimental investigation is to obtain strain measurements via optical fibre sensors in the drum geotechnical centrifuge of ETH Zurich. It is part of a test series with main goal to study the behaviour of reinforced slopes subjected to self weight loading and subsequently to an impact from a rockfall event. In total 13 scaled reinforced slope models were built with a height of 180 mm and a slope inclination of 2V:1H, optimising the materials used and the different ways of model making. The maximum g-levels were 50 and 100 g and the impact loading was applied at 50 g. The optical fibre sensors were placed on various layers of the reinforcement and at different positions. Strain measurements that were recorded during different tests are logical and expected, demonstrating that optical fibre sensors can successfully be used for measuring linear strain on reinforcement layers that are tested under enhanced gravity in the geotechnical centrifuge. The experimental set up as well as the opportunities and challenges of these measurements are presented and discussed. Finally, correspondent prototype numerical models were created and analysed and the results of this analysis are compared to the corresponding experimental ones.
Place, publisher, year, edition, pages
2017. Vol. 35, no 2, 585-605 p.
Research subject Soil Mechanics
IdentifiersURN: urn:nbn:se:ltu:diva-60744DOI: 10.1007/s10706-016-0127-2ScopusID: 2-s2.0-84996534015OAI: oai:DiVA.org:ltu-60744DiVA: diva2:1050286
Validerad; 2017; Nivå 2; 2017-03-15 (rokbeg)2016-11-282016-11-282017-03-15Bibliographically approved