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Secondary geogrid has also been used where it is placed behind larger MSE wall facing, such as with PCM units, gabion wire baskets, and rockery boulders. In these cases, the secondary layers do not connect to the facing. Secondary reinforcement has generally not been used for MSE walls that rely upon a mechanical connection between geogrid reinforcement and MSE facing units. The reason is that MSE walls units which feature mechanical connections are generally designed to have sufficient connection capacity such that the geogrid design strength governs and not the connection capacity. PODCAST: Composite Materials Are Changing the Conversation in Geosynthetics SECONDARY GEOGRID REINFORCEMENT DESIGN APPROACHĪ research study was conducted at the University of Kansas and sponsored by the Kansas DOT. The results of the study determined that secondary geogrid reinforcement reduces the load on the primary geogrid layers and the MSE wall face.
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This analysis can be calculated in common MSE wall software programs such as the National Concrete Masonry Association’s SRWall 4.0 and MSEW 3.0, which was developed by Adama Engineering, Inc. The SRWall analyses show that with the exception of connection capacity, primary geogrid layers satisfy the overall active wedge stability and are sufficient to satisfy external stability (sliding and overturning). Insertion of secondary geogrids can be used to reduce the connection capacity demand of primary geogrid layers. Secondary reinforcement can be analyzed in MSEW, which allows the input of secondary geogrid layers as intermediate reinforcements. A minimum embedment length of three feet is given as typical length of intermediate reinforcement to develop resistance to connection load. The program uses the shorter intermediate layers to carry the facing load exclusively in the connection capacity evaluation. MORE GEO: Start every week with the GeoWire The intermediate or secondary geogrid layers are not used in the evaluation of other failure modes which rely only upon the primary geogrid reinforcements. In software programs which are not set up for secondary reinforcement design (such as SRWall), the evaluation can be made by running two separate analyses, one with both primary and secondary reinforcement modeled as full-length layers and the other with the intended primary geogrid spacing.
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The primary geogrid can be shown to satisfy all failure modes but connection and the other analyses with primary and secondary reinforcement to satisfy all failure modes including connection. Additionally, a hand calculation can be performed to show that three feet is sufficient embedment to resist pullout of the secondary reinforcement.
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