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Would it be possible to introduce a modelling option for a single permeable paving structure (and other SWC) comprising a combination of granular sub-base and geocellular storage crates, each with a specified thickness and void ratio? For example, a 300 mm thick granular sub-base with a defined void ratio, underlain by 300 mm of geocellular crates with a 95% void ratio, or vice versa.
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