Login   |      Register
English    中文


Excavation trough, no working face, single side grading (soil retaining slope) online calculator



App Description

Calculation formula for excavation trench, no working face, single slope (retaining slope)

\(V=L \cdot (A+ \frac {1}{2}KH)H\)

A—two-way excavation size of the bottom of the pit including the side width working face;

H-ground pit excavation depth;

L-length;

K-grading slope coefficient

Usage example

Input data:

A—Two-way excavation of the bottom of the pit including the side width working face: 8

H-ground pit excavation depth: 5

L—length: 4

K—grading slope coefficient: 6

Click "Calculate" to output data

Digging trench, no working face, single side grading retaining slope volume: 460

 

   Sign in for comments!

Comment list ( 0 )

 

Evaluation