Type of Rock | γd Mg/cm3 | (GS) | η % | Uniaxial compression test | Triaxial compression test | Direct Shear test on rock joints | Brazilian test (BTS) MPa | Block Punch Index (BPI) | Wave velocity (Vp)Km/sec | |||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
σucs MPa | Failure Strain Εf (%) | E Young’s Modulus (MPa) | ν [-] Poisson’s ratio | φ [ο] | C KN/m2 | E Young’s Modulus (MPa) | ν [-] Poisson’s ratio | {G} Shear modulus (MPa) | {K} Bulk modulus (MPa) | φ [ο] | C MPa | |||||||
Intact Calcarenite rock (pure Limestone). Moustafa kamil necropolissite | 1.62 | 2.74 | 36 | 3.55 | 68 | 0.28 | 31° | 400 | 410 | 0.28 | 160 | 311 | 0.37 | 0.7 | 1.96 | |||
1.75 | 2.80 | 28 | 3.45 | 106 | 0.30 | 340 | 0.28 | 133 | 258 | 56 | 0 | 0.35 | 0.7 | 2.08 | ||||
1.77 | 2.79 | 19 | 2.30 | 78 | 0.24 | 300 | 0.30 | 117 | 227 | 0.34 | 1 | 2.1 | ||||||
1.65 | 2.67 | 28 | 3.40 | 106 | 0.30 | 0.34 | 0.9 | 2.18 | ||||||||||
1.65 | 2.84 | 27 | 3.45 | 80 | 0.28 | 0.39 | 1.2 | 2.48 | ||||||||||
Sandy oolitic limestone. Catacomb of komEl-shoqafa | 1.69 | 2.66 | 32 | 2.6 | 74 | 0.24 | 36° | 500 | 360 | 0.29 | 141 | 273 | 0.25 | 0.5 | 1.93 | |||
1.70 | 2.78 | 31 | 2.74 | 102 | 0.28 | 345 | 0.26 | 135 | 261 | 0.27 | 0.6 | 1.96 | ||||||
1.68 | 2.49 | 21 | 2.7 | 74 | 0.28 | 270 | 0.26 | 105 | 205 | 50 | 0 | 0.28 | 0.7 | 1.97 | ||||
1.65 | 2.80 | 40 | 2.6 | 74 | 0.24 | 0.31 | 1.1 | 2.06 | ||||||||||
1.68 | 2.74 | 31 | 2.74 | 80 | 0.24 | 0.29 | 1 | 2.17 | ||||||||||
Oolitic intraclastic limestone. El-shatbi necropolissite | 1.80 | 2.58 | 23 | 6.3 | 147 | 0.30 | 53° | 700 | 445 | 0.28 | 173 | 353 | 0.46 | 0.8 | 2.44 | |||
1.79 | 2.82 | 23 | 4.7 | 138 | 0.28 | 440 | 0.28 | 172 | 333 | 62 | 0 | 0.49 | 1 | 2.55 | ||||
1.84 | 2.58 | 36 | 5.03 | 142 | 0.28 | 392 | 0.25 | 153 | 297 | 0.48 | 1.2 | 2.71 | ||||||
1.62 | 2.49 | 16 | 6.3 | 147 | 0.30 | 353 | 0.24 | 138 | 267 | 0.52 | 1.4 | 2.83 | ||||||
1.82 | 2.55 | 24 | 6.1 | 140 | 0.30 | 233 | 0.25 | 91 | 177 | 0.60 | 1.3 | 3.06 |