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- W620219875 abstract "Three instrumented test embankments were constructed to failure at a site in St. Alban, Quebec. One of the embankments was reinforced with two horizontal layers (strips) of geogrid (tensar SR-2), while the other was reinforced with an equal quantity of geogrid, constructed to form a sand filled cellular structure. Analyses indicated that the reinforcement caused improvements in failure heights of about 34 and 17.5 per cent in the strip and geocell reinforced embankments respectively. The crust strength was found to have a significant effect on failure heights. It was further concluded that there is no direct evidence to show that the geogrid has a beneficial effect on the redistribution of stresses in the foundation, nor in retarding the propagation of local failed zones prior to failure. Its apparent effect is to maintain the integrity of the fill and allow more extensive propagation of failed zones, before a general failure state is achieved in the foundation. (Author/TRRL)" @default.
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- W620219875 date "1985-03-01" @default.
- W620219875 modified "2023-09-27" @default.
- W620219875 title "EFFECT OF GEOGRID REINFORCEMENT ON THE STABILITY OF EMBANKMENTS ON A SOFT SENSITIVE CHAMPLAIN CLAY DEPOSIT - SUMMARY REPORT" @default.
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