p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
———————————— at 06:37:08 on 19-JUL-2024
jackup leg penetration assessment during preload according to ISO 19905-1 (2016)
(c) S.Kay Consultant, Leiderdorp, The Netherlands.
Please read the ISO_19905_1 Users Manual [ref SKA/MAN/001]
and the ISO_19905_1 FAQ File [ref SKA/FAQ/001].
pidata:
gmdata:
spfdat:
ssidat:
resdat:
s__out:
spudcan_mat_X_sub: sp_H sp_B
> [m] [m]
1.00 0.00
2.30 0.600
16.9 1.85
0.00 11.4
spudcan_mat_X_sub: END — >
D_B_eq_sub: < — BEGIN
D [m]: 0.00
> B_eq [m]: 1.87
D_B_eq_sub: END — >
sp_beta_fun: < — BEGIN
sp_beta [rad]: 1.82
> sp_beta/deg [deg]: 104.
sp_beta_fun: END — >
gamma_sub_av [kN/m^3]: 6.00
A [m^2]: 2.74
H_cav [m]: 0.00
V_spud [m^3]: 0.665
V_D [m^3]: 0.665
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >
Qv_Dpt_sub: < — BEGIN
< D [m]: 0.00
< B_eq [m]: 1.87
Q_ub_sub: < — BEGIN
< D [m]: 0.00
< D_pt [m]: 0.00
< B_pt [m]: 1.87
Qv_GSS_fun: < — BEGIN
< D [m]: 0.00
< B_eq [m]: 1.87
phi_av_fun: < — BEGIN
< z1 [m]: 0.00
phi_av [rad]: 0.349
> phi_av/deg [deg]: 20.0
phi_av_fun : END — >
is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 6.00
phi_rad_av [rad]: 0.349
phi_rad_av/deg [deg]: 20.0
N_gamma [-]: 2.40
N_q [-]: 9.60
d_gamma [-]: 1.00
d_q [-]: 1.00
p0 [kPa]: 0.00
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 36.8
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.00
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 36.78093
Qv_GSS_fun: END — >
phi_lay_deg1 [deg]: 20.0
phi_lay_deg2 [deg]: 20.0
> Q_ub [kN]: 36.78093
> Qv_fmode_pt :GSS
Q_ub_sub: END — >
Rs_pt_fun: < — BEGIN
< D [m]: 0.00
< B_pt [m]: 1.87
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >
dW_pt_fun: < — BEGIN
< D [m]: 0.00
< B_pt [m]: 1.87
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >
Q_ub_sub: < — BEGIN
< D [m]: 0.00
< D_pt [m]: 1.00
< B_pt [m]: 2.37
Qv_GSS_fun: < — BEGIN
< D [m]: 1.00
< B_eq [m]: 2.37
phi_av_fun: < — BEGIN
< z1 [m]: 1.00
phi_av [rad]: 0.262
> phi_av/deg [deg]: 15.0
phi_av_fun : END — >
is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 7.65
phi_rad_av [rad]: 0.262
phi_rad_av/deg [deg]: 15.0
N_gamma [-]: 1.80
N_q [-]: 7.20
d_gamma [-]: 1.00
d_q [-]: 1.12
p0 [kPa]: 6.00
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 71.7
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 212.
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 284.0891
Qv_GSS_fun: END — >
phi_lay_deg1 [deg]: 20.0
phi_lay_deg2 [deg]: 15.0
> Q_ub [kN]: 284.0891
> Qv_fmode_pt :GSS
Q_ub_sub: END — >
Rs_pt_fun: < — BEGIN
< D [m]: 0.00
< B_pt [m]: 2.37
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >
dW_pt_fun: < — BEGIN
< D [m]: 0.00
< B_pt [m]: 2.37
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 26.39934
dW_pt_fun: END — >
D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
0.00 0.00 1.87 0.00 36.78093 0.000000 0.000000 1 0.000000 0.000000 36.78093 * 1 GSS
0.00 1.00 2.37 1.00 284.0891 0.000000 26.39934 2 26.39934 0.000000 257.6897 2 PTS>GSS
> Qv_Dpt [kN]: 36.78093
Qv_Dpt_sub: END — >
ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 0.400
Qv, GROSS resistances at foundation depth D ——:
————————————————–:
Qv_Dpt_sub: < — BEGIN
< D [m]: 0.00
< B_eq [m]: 1.87
Q_ub_sub: < — BEGIN
< D [m]: 0.00
< D_pt [m]: 0.00
< B_pt [m]: 1.87
Qv_GSS_fun: < — BEGIN
< D [m]: 0.00
< B_eq [m]: 1.87
phi_av_fun: < — BEGIN
< z1 [m]: 0.00
phi_av [rad]: 0.349
> phi_av/deg [deg]: 20.0
phi_av_fun : END — >
is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 6.00
phi_rad_av [rad]: 0.349
phi_rad_av/deg [deg]: 20.0
N_gamma [-]: 2.40
N_q [-]: 9.60
d_gamma [-]: 1.00
d_q [-]: 1.00
p0 [kPa]: 0.00
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 36.8
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.00
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 36.78093
Qv_GSS_fun: END — >
phi_lay_deg1 [deg]: 20.0
phi_lay_deg2 [deg]: 20.0
> Q_ub [kN]: 36.78093
> Qv_fmode_pt :GSS
Q_ub_sub: END — >
Rs_pt_fun: < — BEGIN
< D [m]: 0.00
< B_pt [m]: 1.87
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >
dW_pt_fun: < — BEGIN
< D [m]: 0.00
< B_pt [m]: 1.87
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >
Q_ub_sub: < — BEGIN
< D [m]: 0.00
< D_pt [m]: 1.00
< B_pt [m]: 2.37
Qv_GSS_fun: < — BEGIN
< D [m]: 1.00
< B_eq [m]: 2.37
phi_av_fun: < — BEGIN
< z1 [m]: 1.00
phi_av [rad]: 0.262
> phi_av/deg [deg]: 15.0
phi_av_fun : END — >
is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 7.65
phi_rad_av [rad]: 0.262
phi_rad_av/deg [deg]: 15.0
N_gamma [-]: 1.80
N_q [-]: 7.20
d_gamma [-]: 1.00
d_q [-]: 1.12
p0 [kPa]: 6.00
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 71.7
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 212.
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 284.0891
Qv_GSS_fun: END — >
phi_lay_deg1 [deg]: 20.0
phi_lay_deg2 [deg]: 15.0
> Q_ub [kN]: 284.0891
> Qv_fmode_pt :GSS
Q_ub_sub: END — >
Rs_pt_fun: < — BEGIN
< D [m]: 0.00
< B_pt [m]: 2.37
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >
dW_pt_fun: < — BEGIN
< D [m]: 0.00
< B_pt [m]: 2.37
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 26.39934
dW_pt_fun: END — >
< z_tip_verify [m]: 0.400
D [m]: 0.00
B_eq [m]: 1.87
lay_num (D) [-]: 1
is_D_clay [t/f]: F
Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 36.78093 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 36.78093
Qv_fmode, failure mode : 'GSS'
Qv_GSS_fun: < — BEGIN
< D [m]: 0.00
< B_eq [m]: 1.87
phi_av_fun: < — BEGIN
< z1 [m]: 0.00
phi_av [rad]: 0.349
> phi_av/deg [deg]: 20.0
phi_av_fun : END — >
is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 6.00
phi_rad_av [rad]: 0.349
phi_rad_av/deg [deg]: 20.0
N_gamma [-]: 2.40
N_q [-]: 9.60
d_gamma [-]: 1.00
d_q [-]: 1.00
p0 [kPa]: 0.00
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 36.8
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.00
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 36.78093
Qv_GSS_fun: END — >
V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:
D_B_eq_sub: < — BEGIN
D [m]: 0.00
> B_eq [m]: 1.87
D_B_eq_sub: END — >
H_cav_fun: < — BEGIN
< D [m]: 0.00
< B_eq [m]: 1.87
< I_BF [-]: 1
< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.00
H_cav_fun: END — >
B_S_fun: < — BEGIN
< z_tip [m]: 0.400
D_B_eq_sub: < — BEGIN
D [m]: 0.00
> B_eq [m]: 1.87
D_B_eq_sub: END — >
z1 [m]: 0.400
z2 [m]: 0.00
gamma_sub_av [kN/m^3]: 6.00
V_D [kN]: 0.665
> B_S = gamma_sub_av*V_D [kN]: 3.990521
B_S_fun: END — >
W_BF_fun: < — BEGIN
< z_tip [m]: 0.400
< I_BF [-]: 1
D_B_eq_sub: < — BEGIN
D [m]: 0.00
> B_eq [m]: 1.87
D_B_eq_sub: END — >
gamma_sub_av [kN/m^3]: 6.00
A [m^2]: 2.74
H_cav [m]: 0.00
V_spud [m^3]: 0.665
V_D [m^3]: 0.665
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >
—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 0.00
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 0.665
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 0.665
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02
QV_DPT, spudcan NETT resistance at depth D [kN]: 36.78093
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 3.990521
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 40.77045
ioutd_z_tip_verify: END — >
soil_mat_adjust: < — BEGIN
< z_tip [m]: 0.400
< i_sqc [-]: 1
< Qv_fmode [-]: GSS
————————————————————————————————————-
output file: "JOB.O01"
load spread factor #= 1; load spread factor = 4.00 (#rows V_L results= 21)
————————————————————————————————————-
z_tip D B_eq H_cav V_spud V_D B_S W_BF Qv_Dpt V_L
[m] [m] [m] [m] [m^3] [m^3] [kN] [kN] [kN] [kN]
————————————————————————————————————-
0.00 0.00 1.00 0.00 0.00 0.100E-02 0.600E-02 0.6000000E-02 5.654867 5.654867
0.100 0.00 1.22 0.00 0.968E-01 0.968E-01 0.581 0.1000000E-02 10.18444 10.76416
0.200 0.00 1.43 0.00 0.235 0.235 1.41 0.1000000E-02 16.65191 18.06078
0.300 0.00 1.65 0.00 0.422 0.422 2.53 0.1000000E-02 25.40237 27.93310
0.400 0.00 1.87 0.00 0.665 0.665 3.99 0.1000000E-02 36.78093 40.77045
0.500 0.00 2.08 0.00 0.972 0.972 5.83 0.1000000E-02 51.13269 56.96218
0.600 0.00 2.30 0.00 1.35 1.35 8.10 0.1000000E-02 68.80276 76.89765
0.700 0.00 3.47 0.00 2.01 2.01 12.1 0.1000000E-02 235.8629 247.9309
0.800 0.00 4.64 0.00 3.31 3.31 19.9 0.1000000E-02 565.1646 585.0233
0.900 0.00 5.80 0.00 5.46 5.46 32.8 0.1000000E-02 1108.945 1141.698
1.00 0.00 6.97 0.00 8.67 8.67 52.0 0.1000000E-02 1916.616 1968.660
1.10 0.00 8.14 0.00 13.2 13.2 81.0 0.1000000E-02 3042.126 3123.087
1.20 0.00 9.31 0.00 19.2 19.2 120. 0.1000000E-02 4548.551 4668.752
1.30 0.00 10.5 0.00 26.8 26.8 171. 0.1000000E-02 6484.708 6656.021
1.40 0.00 11.6 0.00 36.5 36.5 236. 0.1000000E-02 8904.521 9140.494
1.50 0.00 12.8 0.00 48.2 48.2 316. 0.1000000E-02 11861.91 12177.67
1.60 0.00 14.0 0.00 62.3 62.3 413. 0.1000000E-02 15410.81 15823.35
1.70 0.00 15.1 0.00 79.0 79.0 527. 0.1000000E-02 19605.14 20132.60
1.80 0.00 16.3 0.00 98.4 98.4 663. 0.1000000E-02 24498.81 25161.63
1.90 0.500E-01 16.9 0.500E-01 109. 109. 743. 0.1000000E-02 27766.83 28510.20
2.00 0.150 16.9 0.150 109. 109. 753. 0.1000000E-02 28847.72 29600.48
————————————————————————————————————-
z_tip D B_eq H_cav V_spud V_D B_S W_BF Qv_Dpt V_L
[m] [m] [m] [m] [m^3] [m^3] [kN] [kN] [kN] [kN]
————————————————————————————————————-
——————————————————————-
output file: "JOB.O01"
load spread factor #= 1; load spread factor = 4.00 (#rows QV_FMODE results= 21)
——————————————————————-
z_tip D B_eq Qv_Dpt V_L Qv_fmode
[m] [m] [m] [kN] [kN]
——————————————————————-
0.00 0.00 1.00 5.654867 5.654867 GSS
0.100 0.00 1.22 10.18444 10.76416 GSS
0.200 0.00 1.43 16.65191 18.06078 GSS
0.300 0.00 1.65 25.40237 27.93310 GSS
0.400 0.00 1.87 36.78093 40.77045 GSS
0.500 0.00 2.08 51.13269 56.96218 GSS
0.600 0.00 2.30 68.80276 76.89765 GSS
0.700 0.00 3.47 235.8629 247.9309 GSS
0.800 0.00 4.64 565.1646 585.0233 GSS
0.900 0.00 5.80 1108.945 1141.698 GSS
1.00 0.00 6.97 1916.616 1968.660 GSS
1.10 0.00 8.14 3042.126 3123.087 GSS
1.20 0.00 9.31 4548.551 4668.752 GSS
1.30 0.00 10.5 6484.708 6656.021 GSS
1.40 0.00 11.6 8904.521 9140.494 GSS
1.50 0.00 12.8 11861.91 12177.67 GSS
1.60 0.00 14.0 15410.81 15823.35 GSS
1.70 0.00 15.1 19605.14 20132.60 GSS
1.80 0.00 16.3 24498.81 25161.63 GSS
1.90 0.500E-01 16.9 27766.83 28510.20 GSS
2.00 0.150 16.9 28847.72 29600.48 GSS
——————————————————————-
z_tip D B_eq Qv_Dpt V_L Qv_fmode
[m] [m] [m] [kN] [kN]
——————————————————————-
out_sp_pen_sub: < — BEGIN
——————————————————————-
load spread factor #= 1; load spread factor = 4.00
(#rows QV_FMODE summary results= 1)
——————————————————————-
from to from to thickness
z_tip z_tip D D T Qv_fmode
[m] [m] [m] [m] [m] [-]
——————————————————————-
0.100 2.00 0.00 0.150 1.90 GSS
——————————————————————-
from to from to thickness
z_tip z_tip D D T Qv_fmode
[m] [m] [m] [m] [m] [-]
——————————————————————-
iso_19905_1: nlines_errors : 0
iso_19905_1: nlines_warnings: 3
WARNING. gmdata: soil layer # 2; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. spfdat: spudcan volume V_SPUDCAN=822 m^3 is outside typical range [30 – 500].
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=160 degrees is outside typical range [110 – 150].
z_tip_penetration [m]: 2.00
out_sp_pen_sub: END — >
input file: “JOB.I01”
output file: “JOB.O01”
iso_19905_1: normal program end
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