$----------------------------------------------------------------MDI_HEADER
[MDI_HEADER]
FILE_TYPE = 'rdf'
FILE_VERSION = 5.00
FILE_FORMAT = 'ASCII'
$---------------------------------------------------------------------UNITS
[UNITS]
LENGTH = 'm'
FORCE = 'newton'
ANGLE = 'radians'
MASS = 'kg'
TIME = 'sec'
$---------------------------------------------------------------------MODEL
[MODEL]
PROPERTY_FILE_FORMAT = 'USER'
FUNCTION_NAME = 'mbdtire::ROADSUB'
METHOD = '3D'
ROAD_TYPE = 'softsoil'
$---------------------------------------------------------------------PARAMETERS
[PARAMETERS]
MU = 1.0 $ Friction coefficient
LENGTH = 300.0 $ Range of soil region in x direction
WIDTH = 5.0 $ Range of soil region in y direction
NODES = 1 $ Number of integration points
MULTIPASS = 'TRUE'
$----------------------------------------------------------------COMMON_SOIL_PROPERTIES
[PROPERTIES]
PHI = 0.65 $ Angle of internal shearing resistance [angle]
C = 800.0 $ Soil apparent cohesion [force/length**2]
KC = 1370.0 $ Pressure-sinkage parameter [force/length**(n+1)]
KPHI = 8.14E5 $ Pressure-sinkage parameter [force/length**(n+2)]
SINKAGE_EXPONENT = 1.0 $ Sinkage exponent n [-]
SOIL_STIFFNESS = 8.14E6 $ Soil elastic stiffness [force/length**3]
SOIL_DAMPING = 500.0 $ Soil damping [force*time/length]
SOIL_DENSITY = 1600.0 $ Soil density [mass/length**3]
KX1 = 0.036 $ Shear deformation module [length]
KY1 = 0.013 $ Shear deformation module [length]
$--------------------------------------------------------------TIRE_SOIL_PROPERTIES
$-Properties used for the tire-soil interaction
$-
KX0 = 0.043 $ Shear deformation module [length/angle]
KY0 = 0.02 $ Shear deformation module [length/angle]
C1 = 0.4 $ Parameter for wheel angle of maximum normal stress [-]
C2 = 0.15 $ Parameter for wheel angle of maximum normal stress [-]
$--------------------------------------------------------------TRACK_SOIL_PROPERTIES
$-Properties used for the Track-soil interaction
$-
R_CASE = 0 $ Report of softsoil input - 0: None, 1: Minimal, 2: Full
WID_OR_MIN = 1 $ Definition of Bekker parameter b - 1: Width, 2: Minimum dimension of link
$--------------------------------------------------------------ADVANCED_TRACK_SOIL_PROPERTIES
$-Advanced Properties used for the Track-soil interaction (OPTIONAL)
DELTA = -0.5 $ Internal angle of soil-grouser friction
CA = -0.5 $ Cohesion between soil and grouser
R_JAN = 0.5 $ r of modified Janosi
JMAX = -0.8 $ jmax of modified Janosi
JULT = -1.5 $ ju of modified Janosi
AS = 0.5 $ Plasticity factor of shearing
AM = 0.5 $ Plasticity factor of grouser force
PHI_LONG = 1.0 $ The internal angle of soil friction.
DELTA_LONG = 1.0 $ The internal angle of soil-link friction.
C_LONG = 1.0 $ The cohesion of the soil particles.
CA_LONG = 1.0 $ The cohesion between the soil and the grouser.
PHI_LAT = 1.0 $ The internal angle of soil friction.
DELTA_LAT = 1.0 $ The internal angle of soil-link friction.
C_LAT = 1.0 $ The cohesion of the soil particles.
CA_LAT = 1.0 $ The cohesion between the soil and the grouser.
CJ1 = 1.0 $ Cohesion C of the Janosi approach, for the longitudinal direction
CJ2 = 1.0 $ Cohesion C of the Janosi approach, for the lateral direction
PHIJ1 = 1.0 $ Angle of internal friction, Φ, of Janosi, for the longitudinal direction
PHIJ2 = 1.0 $ Angle of internal friction, Φ, of Janosi, for the lateral direction
KJ1 = 1.0 $ k of Janosi, for the longitudinal direction
KJ2 = 1.0 $ k of Janosi, for the lateral direction
RJ1 = 1.0 $ r of the modified Janosi, for the longitudinal direction
RJ2 = 1.0 $ r of the modified Janosi, for the lateral direction
JMAX1 = 1.0 $ jmax of modified Janosi, for the longitudinal direction
JMAX2 = 1.0 $ jmax of modified Janosi, for the lateral direction
JULT1 = 1.0 $ ju of modified Janosi, for the longitudinal direction
JULT2 = 1.0 $ ju of modified Janosi, for the lateral direction
AS1 = 1.0 $ The plasticity factor of the shearing 0≤AS1≤1.
AS2 = 1.0 $ The plasticity factor of the shearing 0≤AS2≤1.
AM1 = 1.0 $ The plasticity factor of the grouser force 0≤AM1≤1.
AM2 = 1.0 $ The plasticity factor of the grouser force 0≤AM2≤1.
$----------------------------------------------------------------------GRAPHICS
[GRAPHICS]
ROAD_INCR = 0.050
複雑な地形の形状を表すために、軟質土壌路面モデルでは曲面標準グリッド（CGR）ファイルを使用できます。このためには、路面（.rdf）ファイルのPARAMETERSブロックで、属性CRG_FILE=’path to .crg file’を設定する必要があります。
$---------------------------------------------------------------------PARAMETERS
[PARAMETERS]
MU = 1.0 $ Friction coefficient
LENGTH = 300.0 $ Range of soil region in x direction
WIDTH = 6.0 $ Range of soil region in y direction
NODES = 1 $ Number of integration points
MULTIPASS = 'TRUE'
CRG_FILE = '<road_path>.crg'
