The formula for calculating the pit of the two sides of the rectangle and the two sides of the retaining plate:
\(V=(A+KH)(B+KH)H- \frac {1}{6} KH2(3A+3B+4KH)\)
or
\(V=A \cdot B \cdot H+ \frac {1}{2}KH2(A+B)+ \frac {1}{3}K2H3\)
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 size of the bottom of the pit including the side width working face: 10
B—Two-way excavation of the bottom of the pit including the side width working face: 56
H-ground pit excavation depth: 7
K—grading slope coefficient: 8
Click "Calculate" to output data
The grading of the adjacent two sides of the rectangle and the volume of the two sides of the retaining plate: 1997.33
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