Excavation Yield
The efficiency (expressed in m3/ho ML / h) depends mainly:
- of rock strength (compressive strength)
- the abrasive nature of the rock
In rocky terrain, the performance of trenchers can be between 15 and 20 times higher than conventional methods (excavators).
In soft soil performance trenchers can be 5 to 10 times higher than conventional methods (excavators).
The actual performance of a plow depends on a set of factors such as the type of terrain (soft soil, compacted soil, rock), lithology, rock hardness, specific conditions and organization of work and other factors such as climate and the transmitted power digging chain.
CHAIN TRENCHERS YIELDS
Type of material
|
Resistance to compression (kg/cm2)*
|
Hardness (Mohs)
|
Abrasiveness
|
Expected yield
|
---|---|---|---|---|
m3/h
|
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Clay
|
10 -100
|
2
|
Nil
|
80 – 350
|
Gypsum
|
40 - 450
|
2
|
Nil
|
60 – 350
|
Limestone
Dolomite
|
100 – 1.000
|
3,0 – 4,0
|
Little to mildly abrasive
|
20 – 100
|
Sandstone
|
100 – 1.500
|
4,5 – 5,5
|
Abrasive
|
16 – 70
|
Gneiss
Basalt
|
1.500 – 4.000
|
6,0
|
Very abrasive
|
6 – 20
|
Granite
Andesite
Quartz
|
1.500 – 4.000
|
6,5-7
|
Very abrasive
|
Not recommended method
|
Concrete, Asphalt, etc.
|
DEPENDS ON THE THICKNESS
|
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The excavation yields indicated in this table may vary depending on the terrain conditions (rock percentage, degree of weathering, fractures, etc).
|
*1 kg/cm2 = 0,09807 Mpa
1 kg/cm2 = 14,2 Psi
YIELDS OF THE TRENCHING DISCS
Hypothesis: trenches 15-20 cm wide and 0.8 m deep
|
EXPECTED YIELD
|
---|---|
ML/h
|
|
Clay
|
From 1 to 3 ML/min
|
Sandstone
|
|
Lulite
|
|
Mass concrete (unreinforced):
|
0.4 – 0.5 ML/min depending on the concrete's composition (contains SiO2 vs CaCO3)
|