$! k g phimax ahyp coh eccen an et
80.500000 48.299999 1.100000 1.0000E-4 6.2000E-3 0.700000 0.000 0.000
$! mcont pwd1 pwksk pwd2 phires dint vdfm damlev
3.4000E-2 0.000 0.000 0.000 0.000 2.5000E-3 5.000000 1.000000
$! epsmax
1.000000
$
$ Материал грунта с большой степенью деформации K=185, G=49.5
$
*MAT_SOIL_AND_FOAM_TITLE
Soil
$! mid ro g bulk a0 a1 a2 pc
2 2.2000E-9 49.500000 185.00000 1.2010E-2 0.000 0.000 -0.172390
$! vcr ref lcid
0.000 0.000 0
$ eps1 eps2 eps3 eps4 eps5 eps6 eps7 eps8
0.000 1.0000E-2 1.6000E-2 2.0000E-2 3.0000E-2 0.300000 0.000 0.000
$ eps9 eps10
0.000 0.000
$! p1 p2 p3 p4 p5 p6 p7 p8
0.000 0.958000 1.875000 2.565000 4.398000 5.398000 0.000 0.000
$! p9 p10
0.000 0.000
*END
Приложение А.3
$$$$ Карты контроля
$
$$ Карта контроля распространения волн в материале
$
*CONTROL_BULK_VISCOSITY
$! Q1 Q2 TYPE
$# q1 q2 typebtype
2.000000 0.100000 -1 0
$
$$ Карта контроля контакта
$
*CONTROL_CONTACT
$! SLSFAC RWPNAL ISLCHK SHLTHK PENOPT THKCHG ORIEN ENMASS
$# slsfac rwpnal islchk shlthk penopt thkchg orien enmass
0.000 0.000 2 2 1 1 1 0
$! USRSTR USRFRC NSBCS INTERM XPENE SSTHK ECDT TIEDPRJ
$# usrstr usrfrc nsbcs interm xpene ssthk ecdt tiedprj
0 0 0 0 4.000000 0 0 0
$! SFRIC DFRIC EDC VFC TH TH_SF PEN_SF
$# sfric dfric edc vfc th th_sf pen_sf
0.000 0.000 0.000 0.000 0.000 0.000 0.000
$! IGNORE1 FRCENG SKIPRWG OUTSEG SPOTSTP SPOTDEL SPOTHIN
$# ignore frceng skiprwg outseg spotstp spotdel spothin
0 0 0 0 0 0 0.000
$! ISYM NSEROD RWGAPS RWGDTH RWKSF ICOV SWRADF ITHOFF