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TABLE OF VALUES—COEFFICIENT.

153

In the preceding table, the cements had, in all cases, six months to indurate, and the mortars (except in the second case) from six months' to seventeen months' induration.

Examples of very old and good, lime and sand mortar, may be found occasionally in good brickwork—such as that of the Roman amphitheatre at Pozzuoli, for example; or in rubble masonry, where the bond of the stone with lime mortar is peculiarly strong, as with the oolitic building stones, and limestones generally, and with a few sandstones and porous traps, in which the adhesion, of the indurated mortar, becomes fully equal to its cohesion, and both rise above 50 lbs. to the square inch, for forces suddenly applied.

In determining the mean specific gravity, of brickwork and rubble masonry, the proportion of mortar, to the brick or stone in a given volume, may be taken at from th to th, according to the goodness of the work.

Table III.

Deduced values, under different conditions, for the coefficient .

No. Conditions of Fracture. Value of
1Apennine limestone, broken through the stone225
2Cretaceous limestone, ditto ditto154
3Apennine limestone rubble masonry, of best quality, broken through the joints52
4Apennine limestone rubble masonry, of inferior quality, broken through the joints30
5Apennine limestone, rubble masonry of best quality, mortar not indurated3.9
6Argillaceous rubble masonry of the Murgia (Apennine marl rocks), best quality, with indurated mortar55
7Best Italian or Roman brickwork in mortar63
8Inferior brickwork in mortar30
9Brickwork, the mortar not yet indurated2.5
10Rubble masonry of tufa and mortar, good, with mortar indurated87
11Rubble masonry of Travertino, or Peperino, and mortar indurated51
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