sorodni izrazi in sinonimi v sodobni slovenščini, hrvaščini in srbščini
Podobnost besed in fraz med rezultati je odvisna od tega, kolikokrat se beseda
ali fraza pojavi v podobnem stavčnem kontekstu kot "gypsum".
Podobni izrazi in sinonimi za
Kliknite za poizvedbo
Primeri iz korpusa
Korpus Common Crawl
Common Crawl je korpus spletnih strani
V prospektih piše gypsum , sadra torej , oziroma kalcijev sulfat .
Figure left - dredged marine sediment suspension and right - red gypsum mud suspension.
Gypsum se doda, ko sladica začne vreti, ker če dodaš pred tem se ti sploh ne raztopi ane?
Figure 6.20: cur versus water content (left) and cur and min versus water content (right) for red gypsum mud.
Figure 6.18: cur of red gypsum mud as a function of the vane rotational speed.
Figure 6.2: Red gypsum mud specimens; shear strain versus vertical strain during shearing (left) and time increase of shear strain rate (right).
Figure 5.25: Undrained shear strength of the red gypsum mud from the accumulation (blue symbols) and under the dry embankment (green symbols).
Figure 8.3:Determination of parameters and c for normally consolidated (upper left) and overconsolidated red gypsum (upper right and lower).
Figure 9.15: Red gypsum mud - comparison of values, calculated from parameters, determined from shrinkage limit test (dashed line) and measured values.
Figure 9.14: Red gypsum mud - comparison of values, calculated from parameters, determined from oedometer test (dashed line) and measured values.
Figure 6.1: Time dependent increase of shear strain (left) and vertical strain (right) of red gypsum mud specimens.
Table 10.5: Material and technological parameters, used in the calculations of the pressure filtration of red gypsum mud suspension.
Figure 8.16: Red gypsum mud - comparison of calculated (dashed lines) and measured (solid lines) values for standard oedometer test.
Figure 5.26: Drained shear strength of dredged and in situ marine sediment (left) and of red gypsum mud (right).
Figure 8.17: Red gypsum mud - comparison of calculated (dashed lines) and measured (solid lines) values for creep during long loading stage 400 kPa.
Figure 5.6: Natural water content along the depth; dredged marine sediment (left) and red gypsum mud (right).
Figure 10.5: Calculation of time growth of the filter cake; dredged marine sediment (left) and red gypsum (right).
Figure 8.19: Comparison of measured (solid lines) and calculated (dashed lines) compression curves of red gypsum mud.
Figure 10.9: Calculated volume of filtrate, from red gypsum mud suspension, versus time and filter cake resistance.
Table 5.3: Index parameters of dredged marine sediment at natural salt content and red gypsum mud.