
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 06:22:39 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: < --- BEGIN
 pidata: input  text file: "JOB.I01"
 pidata: output text file: "JOB.O01"
 pidata: output plot file: "Q23-AS-PWD_SOFF_CPT002_LB_HAKURYU10.O01.PDF"
 pidata: program name    : "ISO_19905_1"

 pidata: rtitle          : "Q23-AS-PWD_SOFF_CPT002_LB_HAKURYU10"
       : ptitle          : "QAT-0689"
       : projno          : "Q-NOC-QAT-0689"
       : locatn          : "Q23-AS-PWD_SOFF_CPT002_LB_HAKU"

 pidata: END --- >

 gmdata: < --- BEGIN
 numsl
    2
  zdep      bden     su_top    su_bot     phi  
   [m]   [kN/m^3]    [kPa]      [kPa]    [deg] 
  0.00      6.00      0.00      0.00      20.0    
  1.00      7.65      0.00      0.00      25.0    
  2.00    
 gmdata: END --- >

 spfdat: < --- BEGIN
 spname
 HAKURYU
 spgeom
 CIRCULAR
 v_spud_total [m^3]
  822.    
 p_spud [kN]
 0.903E+05
 numsp_BH
    3
  sp_B      sp_H 
   [m]       [m] 
  1.00      0.00    
  2.30     0.600    
  16.9      1.85    
 spfdat: END --- >

 ssidat: < --- BEGIN
 sp_alpha
 0.600    
 i_bf i sqc
    1    1
 ssidat: END --- >

 resdat: < --- BEGIN
 alpha_b_tan_phi   alpha_b_su
 0.250     0.500    
 a_sq   b_sq   r_sq
  5.00     0.330      1.50    
 num_n_s
    1
 v_n_s
  4.00    
 resdat: END --- >

 s__out: < --- BEGIN
 ioutd
    2
 z_tip_verify_min   z_tip_verify_max
 0.400     0.400    
 s__out: END --- >

spudcan_mat_X_sub: < --- BEGIN
   V_D_maxB                            [m^3]:       109.    
   V_D_missing                         [m^3]:       713.    
   sp_H_missing                          [m]:       9.54    
   sp_H                                  [m]:       11.4    
 > 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
 < z_tip                                 [m]:      0.400    
   sp_H_max                              [m]:       1.85    
   sp_B_max                              [m]:       16.9    
 > D                                     [m]:       0.00    
 > B_eq                                  [m]:       1.87    
D_B_eq_sub: END --- >


sp_beta_fun: < --- BEGIN
 < z_tip                                 [m]:      0.400    
   sp_H_max                              [m]:       1.85    
   z_tip_dummy                           [m]:      0.400    
   V_eq                                [m^3]:      0.665    
   B_eq                                  [m]:       1.87    
   A_eq                                [m^2]:       2.74    
   H_eq                                  [m]:      0.729    
   sp_H_max                              [m]:       1.82    
   z_tip_dummy                           [m]:       104.    
   V_eq                                [m^3]:
 > 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    
 < z2                                    [m]:      0.467    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         1
   lay_num_z2                            [-]:         1
   tan_phi_av_sum                    [deg-m]:      0.170    
   T_sum                                 [m]:      0.467    
 > 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    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:       0.00    
   su_av                                kPa]:       0.00    
   P_pt                                  [m]:       0.00    
   T_pt                                  [m]:       0.00    
   Rs_pt = ( 3/4 ) * su_av * P_pt * T_pt;    
 > Rs_pt                                [kN]:   0.000000    
Rs_pt_fun: END --- >


dW_pt_fun: < --- BEGIN
 < D                                     [m]:       0.00    
 < B_pt                                  [m]:       1.87    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:       0.00    
   A_pt                                [m^2]:       2.74    
   gamma_sub_av                     [kN/m^3]:       6.00    
   dW_pt = A_pt * T_pt * gamma_sub_av;       
 > 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    
 < z2                                    [m]:       1.59    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         2
   lay_num_z2                            [-]:         2
   tan_phi_av_sum                    [deg-m]:      0.276    
   T_sum                                 [m]:      0.592    
 > phi_av                              [rad]:      0.436    
 > phi_av/deg                          [deg]:       25.0    
phi_av_fun : END --- >

   is_D_clay                           [t/f]:         F
   gamma_sub_av                     [kN/m^3]:       7.65    
   phi_rad_av                          [rad]:      0.436    
   phi_rad_av/deg                      [deg]:       25.0    
   N_gamma                               [-]:       6.10    
   N_q                                   [-]:       18.4    
   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]:       243.    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       546.    
   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]:   788.9453    
Qv_GSS_fun: END --- >

   phi_lay_deg1                        [deg]:       20.0    
   phi_lay_deg2                        [deg]:       25.0    
 > Q_ub                                 [kN]:   788.9453    
 > Qv_fmode_pt                              :GSS
Q_ub_sub: END --- >


Rs_pt_fun: < --- BEGIN
 < D                                     [m]:       0.00    
 < B_pt                                  [m]:       2.37    
 < T_pt                                  [m]:       1.00    
   D + T_pt                              [m]:       1.00    
   su_av                                kPa]:       0.00    
   P_pt                                  [m]:       0.00    
   T_pt                                  [m]:       1.00    
   Rs_pt = ( 3/4 ) * su_av * P_pt * T_pt;    
 > Rs_pt                                [kN]:   0.000000    
Rs_pt_fun: END --- >


dW_pt_fun: < --- BEGIN
 < D                                     [m]:       0.00    
 < B_pt                                  [m]:       2.37    
 < T_pt                                  [m]:       1.00    
   D + T_pt                              [m]:       1.00    
   A_pt                                [m^2]:       4.40    
   gamma_sub_av                     [kN/m^3]:       6.00    
   dW_pt = A_pt * T_pt * gamma_sub_av;       
 > 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       788.9453       0.000000       26.39934        2   26.39934       0.000000       762.5459       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    
 < z2                                    [m]:      0.467    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         1
   lay_num_z2                            [-]:         1
   tan_phi_av_sum                    [deg-m]:      0.170    
   T_sum                                 [m]:      0.467    
 > 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    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:       0.00    
   su_av                                kPa]:       0.00    
   P_pt                                  [m]:       0.00    
   T_pt                                  [m]:       0.00    
   Rs_pt = ( 3/4 ) * su_av * P_pt * T_pt;    
 > Rs_pt                                [kN]:   0.000000    
Rs_pt_fun: END --- >


dW_pt_fun: < --- BEGIN
 < D                                     [m]:       0.00    
 < B_pt                                  [m]:       1.87    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:       0.00    
   A_pt                                [m^2]:       2.74    
   gamma_sub_av                     [kN/m^3]:       6.00    
   dW_pt = A_pt * T_pt * gamma_sub_av;       
 > 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    
 < z2                                    [m]:       1.59    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         2
   lay_num_z2                            [-]:         2
   tan_phi_av_sum                    [deg-m]:      0.276    
   T_sum                                 [m]:      0.592    
 > phi_av                              [rad]:      0.436    
 > phi_av/deg                          [deg]:       25.0    
phi_av_fun : END --- >

   is_D_clay                           [t/f]:         F
   gamma_sub_av                     [kN/m^3]:       7.65    
   phi_rad_av                          [rad]:      0.436    
   phi_rad_av/deg                      [deg]:       25.0    
   N_gamma                               [-]:       6.10    
   N_q                                   [-]:       18.4    
   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]:       243.    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       546.    
   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]:   788.9453    
Qv_GSS_fun: END --- >

   phi_lay_deg1                        [deg]:       20.0    
   phi_lay_deg2                        [deg]:       25.0    
 > Q_ub                                 [kN]:   788.9453    
 > Qv_fmode_pt                              :GSS
Q_ub_sub: END --- >


Rs_pt_fun: < --- BEGIN
 < D                                     [m]:       0.00    
 < B_pt                                  [m]:       2.37    
 < T_pt                                  [m]:       1.00    
   D + T_pt                              [m]:       1.00    
   su_av                                kPa]:       0.00    
   P_pt                                  [m]:       0.00    
   T_pt                                  [m]:       1.00    
   Rs_pt = ( 3/4 ) * su_av * P_pt * T_pt;    
 > Rs_pt                                [kN]:   0.000000    
Rs_pt_fun: END --- >


dW_pt_fun: < --- BEGIN
 < D                                     [m]:       0.00    
 < B_pt                                  [m]:       2.37    
 < T_pt                                  [m]:       1.00    
   D + T_pt                              [m]:       1.00    
   A_pt                                [m^2]:       4.40    
   gamma_sub_av                     [kN/m^3]:       6.00    
   dW_pt = A_pt * T_pt * gamma_sub_av;       
 > 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    
 < z2                                    [m]:      0.467    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         1
   lay_num_z2                            [-]:         1
   tan_phi_av_sum                    [deg-m]:      0.170    
   T_sum                                 [m]:      0.467    
 > 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
 < z_tip                                 [m]:      0.400    
   sp_H_max                              [m]:       1.85    
   sp_B_max                              [m]:       16.9    
 > 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    
 < D_top_first_CLAY_layer                [m]:       2.00    
   all_CLAY_above_D                    [t/f]:         F
 > 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
 < z_tip                                 [m]:      0.400    
   sp_H_max                              [m]:       1.85    
   sp_B_max                              [m]:       16.9    
 > 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
 < z_tip                                 [m]:      0.400    
   sp_H_max                              [m]:       1.85    
   sp_B_max                              [m]:       16.9    
 > 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 --- >

 < 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

GROSS spudcan resistance at depth D --- >
-----------------------------------------
   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   670.8668       690.7255    
 0.900      0.00      5.80      0.00      5.46      5.46      32.8      0.1000000E-02   1628.369       1661.122    
  1.00      0.00      6.97      0.00      8.67      8.67      52.0      0.1000000E-02   3232.166       3284.211    
  1.10      0.00      8.14      0.00      13.2      13.2      81.0      0.1000000E-02   5612.064       5693.024    
  1.20      0.00      9.31      0.00      19.2      19.2      120.      0.1000000E-02   8391.092       8511.292    
  1.30      0.00      10.5      0.00      26.8      26.8      171.      0.1000000E-02   11962.88       12134.20    
  1.40      0.00      11.6      0.00      36.5      36.5      236.      0.1000000E-02   16426.91       16662.89    
  1.50      0.00      12.8      0.00      48.2      48.2      316.      0.1000000E-02   21882.66       22198.42    
  1.60      0.00      14.0      0.00      62.3      62.3      413.      0.1000000E-02   28429.61       28842.14    
  1.70      0.00      15.1      0.00      79.0      79.0      527.      0.1000000E-02   36167.23       36694.69    
  1.80      0.00      16.3      0.00      98.4      98.4      663.      0.1000000E-02   45195.01       45857.82    
  1.90     0.500E-01  16.9     0.500E-01  109.      109.      743.      0.1000000E-02   51853.21       52596.58    
  2.00     0.150      16.9     0.150      109.      109.      753.      0.1000000E-02   55316.82       56069.58    
 -------------------------------------------------------------------------------------------------------------
 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       670.8668       690.7255     GSS
 0.900      0.00      5.80       1628.369       1661.122     GSS
  1.00      0.00      6.97       3232.166       3284.211     GSS
  1.10      0.00      8.14       5612.064       5693.024     GSS
  1.20      0.00      9.31       8391.092       8511.292     GSS
  1.30      0.00      10.5       11962.88       12134.20     GSS
  1.40      0.00      11.6       16426.91       16662.89     GSS
  1.50      0.00      12.8       21882.66       22198.42     GSS
  1.60      0.00      14.0       28429.61       28842.14     GSS
  1.70      0.00      15.1       36167.23       36694.69     GSS
  1.80      0.00      16.3       45195.01       45857.82     GSS
  1.90     0.500E-01  16.9       51853.21       52596.58     GSS
  2.00     0.150      16.9       55316.82       56069.58     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:    2

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].

 < P_spud                [kN]:   90276.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > 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
