Excavation Calculation Dumps

Excavation and embankment, better known by the people is Cut and Fill field where jobs are very important both in the work of making roads, dams, buildings, and reclamation. Dig and pile can be obtained from map situation that comes with contour lines or obtained directly from yard carpenter's level by measuring the transverse profile along the corridor lines or building project.

Excavation and pile can be obtained from the situation with the map depiction methods transverse profile along the path of the project or the method of grids (griding) reviewing excavation and embankment of a top view and calculates the difference in height to the height of the contour line of intersection of contour lines in place projects with a project outline. Cubic feet, cubic yards and cubic meter used in a matter of surveying, although the cubic yard is the most common unit in the ground work 1yd³ = 27 ft³, 1 m³ = 35.315 ft³.

However the Indonesian usually used cubic meter as a unit in determining the amount of volume. At construction, excavation work and soil deposits (cut and fill) almost never inevitable. This is due to differences. lies the original ground surface and the ground surface topography resulting plans are different.

Though the original ground surface together with the ground plan, but the native land are not necessarily qualify the soil bearing capacity. In this case the excavation and embankment need to be cut fill semarang considered carefully as the cost of the construction work can be made more economical.

Given the importance of the work of excavation and embankment, especially for large projects can directly impact the total cost of the work. Thus, it is necessary to do the calculation of excavation and embankment.

 As another object of excavation and embankment calculation as follows:

1. Minimize use of volume excavation and pile on the ground, so that the soil removal work and job stability of the sub grade can be reduced, the project completion time can be accelerated, and the development costs can be efficient as possible.

2. To determine the equipment (heavy equipment) used in excavation and embankment work, taking into account the ability of the tool operation