Rectangular three-sided support, one side slope pit volume
\(V=A \cdot B \cdot H+ \frac {1}{2}B \cdot KH^2\)
A, B——Two-way excavation size of the bottom of the pit including the side width working face (m)
H——Pit excavation depth (m)
K——grading slope coefficient
Input data:
A—Two-way excavation of the bottom of the pit including the side width working face: 15
B—Two-way excavation of the bottom of the pit including the side width working face: 10
H-ground pit excavation depth: 7
K—grading slope coefficient: 6
Click "Calculate" to output data
Rectangular three-sided support, one side slope pit volume: 1627
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