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Approximate values of the tangential restitution coefficient (Rt) for the various morphological categories
MORPHOLOGY  | 
Rt  | 
|---|---|
Bedrock  | 
0.87  | 
Outcrops of rock debris  | 
0.85  | 
Coarse debris not vegetated  | 
0.85  | 
Average debris not vegetated  | 
0.83  | 
Vegetated debris with shrubs  | 
0.70  | 
Vegetated debris in forest  | 
0.60  | 
Bare soil or lawn  | 
0.55  | 
Paved surfaces  | 
0.90  | 
Approximate values of the normal restitution coefficient (Rn) for the various morphological categories
MORPHOLOGY  | 
Rn  | 
|---|---|
Bedrock  | 
0.40  | 
Outcrops of rock debris  | 
0.38  | 
Coarse debris non-vegetated  | 
0.35  | 
Average debris not vegetated  | 
0.31  | 
Vegetated debris with shrubs  | 
0.30  | 
Vegetated debris in forest  | 
0.28  | 
Bare soil or lawn  | 
0.25  | 
Paved surfaces  | 
0.40  | 
Approximate values of the unit weight in Kg/m3
Soil  | 
Minimum value  | 
Maximum value  | 
|---|---|---|
Dry gravel  | 
1800  | 
2000  | 
Wet gravel  | 
1900  | 
2100  | 
Compact dry sand  | 
1700  | 
2000  | 
Compact wet sand  | 
1900  | 
2100  | 
Loose dry sand  | 
1500  | 
1800  | 
Loose wet sand  | 
1600  | 
1900  | 
Sandy clay  | 
1800  | 
2200  | 
Hard clay  | 
2000  | 
2100  | 
Semisolid clay  | 
1900  | 
1950  | 
Soft clay  | 
1800  | 
1850  | 
Peat  | 
1000  | 
1100  | 
Approximate values of the friction angle, in degrees, for soils
Soil  | 
Minimum value  | 
Maximum value  | 
|---|---|---|
Compact gravel  | 
35  | 
35  | 
Loose gravel  | 
34  | 
35  | 
Compact sand  | 
35  | 
45  | 
Loose sand  | 
25  | 
35  | 
Sandy marl  | 
22  | 
29  | 
Fat marl  | 
16  | 
22  | 
Fat clay  | 
0  | 
30  | 
Sandy clay  | 
16  | 
28  | 
Silt  | 
20  | 
27  | 
Approximate values of cohesion in Kg/cm2
Soil  | 
Value  | 
|---|---|
Sandy clay  | 
0.20  | 
Soft clay  | 
0.10  | 
Plastic clay  | 
0.25  | 
Semisolid clay  | 
0.50  | 
Solid clay  | 
1  | 
Tenacious clay  | 
2÷10  | 
Compact silt  | 
0.10  | 
Approximate values of the elastic module, in Kg/cm2
Soil  | 
Maximum value of E  | 
Minimum value of E  | 
|---|---|---|
Very soft clay  | 
153  | 
20.4  | 
Soft clay  | 
255  | 
51  | 
Medium clay  | 
510  | 
153  | 
Hard clay  | 
1020  | 
510  | 
Sandy clay  | 
2550  | 
255  | 
Loess  | 
612  | 
153  | 
Silty sand  | 
204  | 
51  | 
Loose sand  | 
255  | 
102  | 
Compact sand  | 
816  | 
510  | 
Clayey schist  | 
51000  | 
1530  | 
Silt  | 
204  | 
20.4  | 
Loose sand and gravel  | 
1530  | 
510  | 
Compact sand and gravel  | 
2040  | 
1020  | 
Approximate values of the Poisson ratio for soils
Soil  | 
Maximum value of n  | 
Minimum value of n  | 
|---|---|---|
Saturated clay  | 
0.5  | 
0.4  | 
Not saturated clay  | 
0.3  | 
0.1  | 
Sandy clay  | 
0.3  | 
0.2  | 
Silt  | 
0.35  | 
0.3  | 
Sand  | 
1.0  | 
-0.1  | 
Gravelly sand commonly used  | 
0.4  | 
0.3  | 
Loess  | 
0.3  | 
0.1  | 
Ice  | 
0.36  | 
|
Concrete  | 
0.15  | 
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Approximate values of specific weight for some rocks in Kg/m3
Rock  | 
Minimum value  | 
Maximum value  | 
|---|---|---|
Pumice  | 
500  | 
1100  | 
Volcanic tuff  | 
1100  | 
1750  | 
Tufaceous limestone  | 
1120  | 
2000  | 
Coarse sand dry  | 
1400  | 
1500  | 
Fine dry sand  | 
1400  | 
1600  | 
Wet fine sand  | 
1900  | 
2000  | 
Sandstone  | 
1800  | 
2700  | 
Dry clay  | 
2000  | 
2250  | 
Soft limestone  | 
2000  | 
2400  | 
Travertine  | 
2200  | 
2500  | 
Dolomite  | 
2300  | 
2850  | 
Compact limestone  | 
2400  | 
2700  | 
Trachyte  | 
2400  | 
2800  | 
Porphyry  | 
2450  | 
2700  | 
Gneiss  | 
2500  | 
2700  | 
Serpentine  | 
2500  | 
2750  | 
Granite  | 
2550  | 
2900  | 
Marble  | 
2700  | 
2750  | 
Syenite  | 
2700  | 
3000  | 
Diorite  | 
2750  | 
3000  | 
Basalt  | 
2750  | 
3100  | 
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