Symbol

Short name

Beschrijving

Description

Range

Default

Unit

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Ced

Parameter gedefiniëerd in formule:

Parameter defined in equation:

[-]

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D₅₀

mediane korreldiameter

Median grain size

[m]

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Dr

relatieve dichtheid op basis van n:

Relative density on the basis of n:

[-]

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E

verwachtingswaarde

[xxx]

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e

Poriegetal:

Void ratio:

[-]

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e_max

Maximum waarde van e.

Maximum value of e.

[-]

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e_min

Minimum waarde van e.

Minimum value of e.

[-]

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f(s)

Vorm van de dilatantiekromme als functie van s

Form of the dilatation curve as a function of s:

[-]

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I_D

Relatieve dichtheid op basis van e:

Relative density on the basis of e:

[-]

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I_D1

Parameter gedefiniëerd in de volgende formule:

Parameter defined in the following equation:

[-]

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Ks

Stijfheidsmodulus voor isotrope ontlasting

Elastic modulus for isotropic unloading

[kN/m²]

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Ks₀

Waarde van Ks bij gemiddelde korrelspanning p'₀

Value of Ks at average stress p'₀

[kN/m²]

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Ks₀₁

Parameter gedefiniëerd in de volgende formule:
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Parameter defined in the following equation:

[kN/m²]

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m

Parameter voor beschrijving f(s) gedefiniëerd in de volgende formule:

Parameter describing f(s), defined in the following equation:

[-]

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n

Poriëngehalte:

Porosity:

[-]

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n_max

Maximum waarde van n.

Maximum value of n.

[-]

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n_min

Minimum waarde van n.

Minimum value of n.

[-]

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p'

Gemiddelde korrelspanning:

<ac:structured-macro ac:name="unmigrated-wiki-markup" ac:schema-version="1" ac:macro-id="9a552bdd-9336-420d-b8ce-4581be24f818"><ac:plain-text-body><![CDATA[In Handboek aangegeven met s'_vol.

Mean effective stress (or isotropic effective stress):

[kN/m²]

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p'_CON

Gemiddelde korrelspanning na consolidatie.

Mean effective stress after consolidation.

[kN/m²]

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p'₀

Referentiewaarde voor p'.

Reference value for p'.

[kN/m²]

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q

Deviatorspanning:
q = (s₁ - s₃)
In Handboek: q = (s₁ - s₃) /2

Deviatoric stress (or equivalent shear stress):
<ac:structured-macro ac:name="unmigrated-wiki-markup" ac:schema-version="1" ac:macro-id="50a4f71f-008a-4263-be15-c50eaf2bbb7b"><ac:plain-text-body><![CDATA[q = (s₁ - s₃)

[kN/m²]

]]></ac:plain-text-body></ac:structured-macro>

R_e

Relatieve dichtheid op basis van poriegetal:
R_e = I_D = (e – e_min)/(e_max – e_min)

Relative density on the basis of the void ratio:
<ac:structured-macro ac:name="unmigrated-wiki-markup" ac:schema-version="1" ac:macro-id="e0cde9b1-93ec-45b0-9c7d-e179c627561b"><ac:plain-text-body><![CDATA[R_e = I_D = (e – e_min)/(e_max – e_min)

[-]

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r

Parameter voor beschrijving f(s) gedefiniëerd in de volgende formule:

Parameter describing f(s), defined in the following equation:

[-]

]]></ac:plain-text-body></ac:structured-macro>

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Sr

Verzadigingsgraad grondwater

[-]

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s

Relatieve schuifspanning

Relative shear strength:

[-]

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s₂

Waarde van s bij maximale contractie (figuur 2)

[-]

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s_max

Maximale waarde van s. De waarde van s_max komt overeen met de hoek van interne wrijving, φ, via de volgende vergelijking:

Maximum value of s. The value of s_max matches the friction angle φ, through the following equation:

[-]

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s_m2

[-]

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s_m2-0

Parameter gedefiniëerd in formule

Parameter s_m2-0 kan verkregen worden uit proeven met verschillende waarden voor I_D.

Parameter defined in equation

<ac:structured-macro ac:name="unmigrated-wiki-markup" ac:schema-version="1" ac:macro-id="1cb6cc54-3cbe-4676-8482-142fff10130c"><ac:plain-text-body><![CDATA[Parameter s_m2-0 can be obtained from samples with different values for I_D.

[-]

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u

Parameter voor beschrijving invloed p' op K_s gedefiniëerd in formule:

Parameter describing the influence of p' on K_s defined in equation:

[-]

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v

Parameter voor beschrijving invloed p'_CON op evol_dm gedefiniëerd in formule:

Parameter describing the influence of p'_CON on evol_dm, defined in equation:

[-]

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e_cor

Correctie op gemeten volumerek i.v.m. membraan, gedefiniëerd bij de volgende formule:

Correction on the measured volumetric strain with respect to the membrane, defined by the following equation:

[-]

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evol

Volumerek (verkleining positief).

Volumetric strain (defined as positive for compaction).

[-]

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evol_c

Volumerek door isotrope ontlasting.

Volumetric strain by isotropic unloading.

[-]

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evol_d

Dilatante volumerek ofwel volumerek door contractie (positief) en dilatantie (negatief).

Dilation volumetric strain or volumetric strain by contraction (positive) and dilatation (negative).

[-]

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evol_dm

Maximale volumerek door contractie.

Maximum volumetric strain by contraction.

[-]

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evol_dm0

Waarde van evol_dm bij gemiddelde korrelspanning p'₀.

Value of evol_dm at mean effective stress p'₀.

[-]

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s

Standaardafwijking.

Standard deviation.

[kN/m²]

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s'

Korrelnormaalspanning.

Normal effective stress.

[kN/m²]

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s'₁,s'₂, s'₃

Hoofd(korrel)spanningen.

Principal effective stresses.

[kN/m²]

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s'_h

Horizontale korrelspanning.

Horizontal effective stress.

[kN/m²]

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j

Wrijvingshoek.

Friction angle.

[-]

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j_mob

Gemobiliseerde wrijvingshoek.

Mobilized friction angle.

[-]

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g

Onderwatergewicht van zand:

Submerged unit weight of sand:

[kN/m³]

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g_s

Gewicht van zand.

Unit weight of sand.

26.25

[kN/m³]

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g_w

Gewicht van water.

Unit weight of water.

10

[kN/m³]

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