Name

Naam

Material name

All

Color

Kleur

Material color

All

Soil type

Grondtype

Soil type is used to determine

if the material is sensitive to liquefaction

-

Description

Beschrijving

A short description of the material can be given

Hoek van inwendige

wrijving

0.0

(0-89)

Sliq2D

Fine diameter D15

Fijne diameter D15

Fine grain size (Check on D15 <D50)

D₁₅

micro m

0.0

(30-2000)

Global/

HMBreach

Median diameter D50

Gemiddelde

diameter D50

Median grain size (Check on D50 >D15)

D₅₀

micro m

0.0

(30-2000)

Global/Detailed

HMBreach 

Porosity

Porositeit

Porosity, note: n _min < n < n_max

n

–

0

(0.30-0.60)

HMBreach/

Sliq2D

Minimale porositeit

Minimum porosity, n_min < n_max

n_min

–

0.00

(0.30-0.60)

HMBreach/

Sliq2D

Maximum porosity

Maximale porositeit

Maximum porosity, n _min < n_max

n_max

–

0.00

(0.30-0.60)

HMBreach/

Sliq2D

Evoldm0

Evoldm0

Value of ε_vol;dm at mean effective stress p₀.

ε_vol;dm0

–

0.00

(0.0003-0.03)

Sliq2D

Ks0

Ks0

Value of Ks at average stress p₀'

K_s0

kN/m²

50000.

(10000-140000)

s2

s2

Value of s at maximum contraction

s₂

–

1.30

(1.1-1.4)

Volume gewicht

van korrels

Unit weight of grains

γ_sand

kN/m³

26.50

(20-30)

HMBreach/

Sliq2D

m

m

Parameter describing f(s),

defined in equation: f(s) = A s^m – B s^r / (s_max – s)

m

–

2.00

(1.5-3.0)

u

u

Parameter describing the influence of p’ on Ks

defined in equation: Ks = Ks0 (p' / p₀')^u

u

–

1.00

(0.5-1.5)

v

v

Parameter describing the influence of p'_CON on εvol_dm,

defined in equation: ε_vol;dm = ε_vol;dm0 (p_CON' / p₀')^v

v

–

1.25

(0.5-1.5)

r

r

Parameter describing f(s),

defined in equation: f(s) = A s^m – B s^r / (s_max – s)

r

–

7.0

Fixed value