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Slope.


1. (Civil Engineering.) An inclined bank of earth on the sides of a cutting or an embankment. The slope is of varying angle, according to the nature of the soil and the hight of the slope.

The allowance is about as follows:—

Gravel, sand, or common earth, cuts, or banks, of less than 4 feet1 base to 1 vertical.
Clay, cuts, or banks of less than 4 feet2 base to 1 vertical.
Earth, of mixed sand and clay, cuts, or banks of 4 to 15 feet1 1/2 base to 1 vertical.
Pure gravel or sand, cuts, or banks of 4 to 15 feet2 base to 1 vertical.
Clay, in banks of 4 to 15 feet2 base to 1 vertical.
Stratified clay and sand, cuttings of 4 to 15 feet3 base to 1 vertical.
Broken rock, in banks over 15 feet high3 base to 1 vertical.
Earth, of mixed sand and clay, cuts, or banks over 15 feet high2 base to 1 vertical.
Pure gravel or sand, cuts, or banks over 15 feet high2 base to 1 vertical.
Clay, cuts, or banks over 15 feet high3 base to 1 vertical.
Stratified clay, in cuttings over 15 feet high3 to 4 base to 1 vertical.

A revetment or retaining wall at the base of the slope saves excavation. The natural, strongest, and ultimate form of a slope is a curve, in which the flattest portion is at the bottom. Cultivation, sodding, and draining are preservatives.

Table representing the ratio of the horizontal to the perpendicular of certain angles of slopes:—

Angle.

75° 58′ = 1/4 horizontal in 1 perpendicular.

63° 28′ = 1/2 horizontal in 1 perpendicular.

53° 8′ = 3/4 horizontal in 1 perpendicular.

45° = 1 horizontal in 1 perpendicular.

38° 40′ = 1 1/4 horizontal in 1 perpendicular.

33° 42′ = 1 1/2 horizontal in 1 perpendicular.

29° 44′ = 1 3/4 horizontal in 1 perpendicular.

26° 34′ = 2 horizontal in 1 perpendicular.

23° 58′ = 2 1/4 horizontal in 1 perpendicular.

21° 48′ = 2 1/2 horizontal in 1 perpendicular.

19° 59′ = 2 3/4 horizontal in 1 perpendicular.

18° 26′ = 3 horizontal in 1 perpendicular.

17° 6′ = 3 1/4 horizontal in 1 perpendicular.

15° 56′ = 3 1/2 horizontal in 1 perpendicular.

14° 55′ = 3 3/4 horizontal in 1 perpendicular.

14° 2′ = 4 horizontal in 1 perpendicular.

13° 15′ = 4 1/4 horizontal in 1 perpendicular.

12° 32′ = 4 1/2 horizontal in 1 perpendicular.

11° 53′ = 4 3/4 horizontal in 1 perpendicular.

11° 19′ = 5 horizontal in 1 perpendicular.

10° 47′ = 5 1/4 horizontal in 1 perpendicular.

10° 18′ = 5 1/2 horizontal in 1 perpendicular.

9° 52′ = 5 3/4 horizontal in 1 perpendicular.

9° 27′ = 6 horizontal in 1 perpendicular.


2. (Mining.) The dip or inclination of a stratum or vein of ore.


3. (Fortification.) The inclined surface of the interior, top, or exterior of a parapet or other portion of a work. See parapet.

Slope-level.

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E. C. Clay (3)
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