Principal building stones generally used in the United States are limestones, marbles, granites, and sandstones. Other stones such as serpentine and quartzite are used locally but to a much lesser extent. Stone, in general, makes an excellent
building material, if properly selected on the basis of experience; but the cost may be relatively high.
The properties of stone depend on what nature has provided. Therefore, the designer does not have the choice of properties and colors available in some of the manufactured building units. The most the stone producer can do for purchasers is to avoid quarrying certain stone beds that have been proved by experience to have poor strength or poor durability.
PROPERTIES OF BUILDING STONES
from U.S. National Bureau of Standards Technical Papers, No. 123, B. S. Vol. 12;
TABLE 4.10 Strength Characteristics of Commercial Building Stones
| Stone | Compressive strength, psi, range | Modulus of rupture, psi, range | Shear strength, psi, range | Tensile strength, psi, range | Elastic modulus, psi, range | Toughness | Toughness | Wear resistance | Wear resistance |
|---|---|---|---|---|---|---|---|---|---|
| Range | Avg | Range | Avg | ||||||
| Granite Marble Limestone Sandstone Quartzite Serpentine Basalt Diorite Diorite Slate Diabase Building limestone | 7,700–60,000 8,000–50,000 2,600–28,000 5,000–20,000 16,000–45,000 11,000–28,000 28,000–67,000 16,000–35,000 14,000–28,000 | 1,430–5,190 600–4,900 500–2,000 700–2,300 1,300–11,000 6,000–15,000 | 2,000–,800 1,300–,500 800–4,580 300–3,000 2,000-3,600 | 600–1,000 150–2,300 280–890 280–500 800–1,600 3,000–4,300 | 5,700,000–8,200,000 7,200,000–14,500,000 1,500,000–12,400,000 1,900,000–7,700,000 4,800,000–9,600,000 9,800,000–18,000,000 | 8–27 2–23 5–20 2–35 5–30 6–38 6–38 10–56 6–50 3–8 | 13 6 7 10 15 23 23 19 4.4 | 43.9–87.9 6.7–41.7 1.3–24.1 1.6–29.0 13.3–111.4 5.6–11.7 | 60.8 18.9 8.4 13.3 46.9 7.7 |
greater or less than that of completely dry specimens.
The modulus of rupture of dry slate is given in Table 4.10 as ranging from 6000 to 15,000 psi. Similar slates, tested wet, gave moduli ranging from 4700 to 12,300 psi. The ratio of wet modulus to dry modulus varied from 0.42 to 1.12 and averaged 0.73.
Data on the true specific gravity, bulk specific gravity, unit weights, porosity, and absorption of various stones are given in Table 4.11. Permeability of stones varies with types of stone, thickness, and driving pressure that forces water through the stone. Table 4.12 represents data for the more common stones at three different pressures, as reported in ‘‘Permeability of Stone,’’ U.S. National Bureau of Standards Technical Papers, No. 305, Vol. 20, p. 191. The units of measurement of permeability are cubic inches of water that will flow through a square foot of a specimen 1⁄2 in thick in 1 hr.
Data on thermal expansion of building stones as given in Table 4.13 show that limestones have a wide range of expansion as compared with granites and slates. Marble loses strength after repeated heating and cooling. A marble that had an
original strength of 9174 psi had a strength after 50 heatings to 150C of 8998 psi—a loss of 1.9%. After 100 heatings to 150C, the strength was only 8507 psi, or a loss of 7.3%. The latter loss in strength was identical with that obtained on freezing and thawing the same marble for 30 cycles. Also, marble retains a permanent expansion after repeated heating.
TABLE 4.11 Specific Gravity and Porosity of Commercial Building Stones
TABLE 4.12 Permeability of Commercial Building Stones (in3 /(ft2 )(hr) for 1 ⁄2-in thickness)
TABLE 4.13 Coefficient of Thermal Expansion of Commercial Building Stones
