Civil Engineering Reference
In-Depth Information
Process-related geotechnical
parameters for soft ground
Bodenseparierung
Soil separation
Restbentonitgehalt
Residual content of bentonite
%
x
x
Restgehalt an chemischen Additiven
Residual content of chemical additives
%
x
x
Tonanteil (Siebrückstand < 0,002 mm)
Percentage of clay
%
x
x
Schluffanteil (Siebrückstand < 0,06 mm)
Percentage of silt
%
x
x
Konsistenzzahl
Consistancy index
I
c
-
x
x
undrainierte Kohäsion
Undrained cohesion
kN/
m²
c
u
x
x
Bodentransport und -deponierung
Soil transport and landfill
Kornverteilung
Grain size distribution
%
x
x
Schluffanteil (Siebrückstand < 0,06 mm)
Percentage of silt
%
x
x
Tonanteil (Siebrückstand < 0,002 mm)
Percentage of clay
%
x
x
Reibungswinkel
Friction angle
φ
'
°
x
x
x
x
x
x
x
Kohäsion
Cohesion
kN/
m²
c'
x
x
x
x
x
x
x
Plastizitätszahl (I
P
= w
L
- w
P
)
Plasticity index
I
P
%
x
x
Konsistenzzahl
Consistancy index
I
c
-
x
x
E-Modul
Elasticity modulus
kN/
m²
E
x
x
x
x
x
x
x
Restbentonitgehalt
Residual content of bentonite
%
x
x
Restgehalt an chemischen Additiven
Residual content of chemical additives
%
x
x
Wassergehalt
Water content
w
%
x
x
Druckfestigkeit
Uniaxial compressive strength
kN/
m²
σ
c
x
x
x
x
x
x
x
max. Kantenlänge
Max. block size
mm
x
x
* TBM and DSM are only used in hard rock.
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