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So for all the JSD results, we first map both distributions from their original supports to the support ((0,1)) in the natural way and then calculate the JSD between the two distributions.
The total-gob-in backfilling is in opposite form of the total-road-in backfilling, which is overall positioned in the gob area, its inner flank faces to the coal side and its stability cannot be extra reinforced by the original supports in the entry, as indicated in Fig. 6a.
The total-road-in backfilling is overall positioned in the retained entry, it thus can utilize the original supports in the entry, such as bolts, cables, or props (Zheng et al. 2014), the outer flank of this kind of backfilling wall faces to the gob area, as indicated in Fig. 6c.
Some bridges were lifted far above their original supports, while others sank as low as 8 feet above head height.
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On three sides of the Temple Mount, parts of the original supporting walls still stand.
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It is aesthetically bold and structurally original: supported by very deep piles, it was the tallest unbraced building in Europe.
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