Rectangle on opposite sides of the rectangle, two-sided retaining plate pit volume
\(V=A \cdot (B+KH)H\)
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
Rectangle on opposite sides of the rectangle, two-sided retaining plate pit volume: 5460
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