Leica TS02, Руководство пользователя

Страница: 152 / 314

FlexLine, 152
Applications
Swell Factors
According to DIN18300, the following soil classes have the given swell factors.
DTM-Volume II Volume of the material after excavation from its original location.
DTM-Volume II = DTM-Volume I x Swell Factor .
Weight Factor
Weight in tons per m
3
of material. Editable field.
Weight Total weight of material after being excavated. Weight = DTM-
Volume II x Weight Factor .
Field Description
Soil class Description Swell factor
1 Topsoil containing unorganic material, as well as humus
or organic animals. 1.10 - 1.37
2 Fluent soil types of fluid to semi-fluid consistency. n/a
3 Easily degradable soil types. Cohesionless to hardly
cohesive sands. 1.06 - 1.32
4 Moderately degradable soil types. Mixture of sand, silt
and clay. 1.05 - 1.45
5 Hard to degrade soil types. Same soil types as classes 3
and 4, but with a greater ratio of stones bigger than
63mm and between 0.01 m
3
to 0.1 m
3
in volume.
1.19 - 1.59