
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 06:44:58 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      15.0    
  2.00    
 gmdata: END --- >

 spfdat: < --- BEGIN
 spname
 HAKURYU
 spgeom
 CIRCULAR
 v_spud_total [m^3]
  822.    
 p_spud [kN]
 0.903E+05
 numsp_BH
    1
  sp_B      sp_H 
   [m]       [m] 
  1.00      0.00    
 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]:       0.00    
   V_D_missing                         [m^3]:       822.    
   sp_H_missing                          [m]:      0.314E+04
   sp_H                                  [m]:      0.314E+04
 > sp_H              sp_B
 > [m]               [m]
       1.00           0.00    
       0.00          0.314E+04
spudcan_mat_X_sub: END --- >


D_B_eq_sub: < --- BEGIN
 < z_tip                                 [m]:      0.400    
   sp_H_max                              [m]:       0.00    
   sp_B_max                              [m]:       1.00    
 > D                                     [m]:      0.400    
 > B_eq                                  [m]:       1.00    
D_B_eq_sub: END --- >


sp_beta_fun: < --- BEGIN
 < z_tip                                 [m]:      0.400    
   sp_H_max                              [m]:       0.00    
   z_tip_dummy                           [m]:      0.100E-02
   V_eq                                [m^3]:      0.785E-03
   B_eq                                  [m]:       1.00    
   A_eq                                [m^2]:      0.785    
   H_eq                                  [m]:      0.300E-02
   sp_H_max                              [m]:       3.13    
   z_tip_dummy                           [m]:       179.    
   V_eq                                [m^3]:
 > sp_beta                             [rad]:       3.13    
 > sp_beta/deg                         [deg]:       179.    
sp_beta_fun: END --- >

   gamma_sub_av                     [kN/m^3]:       6.00    
   A                                   [m^2]:      0.785    
   H_cav                                 [m]:      0.400    
   V_spud                              [m^3]:       0.00    
   V_D                                 [m^3]:      0.100E-02
   W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ]
 > W_BF                                 [kN]:  0.6000000E-02
W_BF_fun: END --- >


Qv_Dpt_sub: < --- BEGIN
 < D                                     [m]:      0.400    
 < B_eq                                  [m]:       1.00    

Q_ub_sub: < --- BEGIN     
 < D                                     [m]:      0.400    
 < D_pt                                  [m]:      0.400    
 < B_pt                                  [m]:       1.00    

Qv_GSS_fun: < --- BEGIN
 < D                                     [m]:      0.400    
 < B_eq                                  [m]:       1.00    

phi_av_fun: < --- BEGIN
 < z1                                    [m]:      0.400    
 < z2                                    [m]:      0.650    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         1
   lay_num_z2                            [-]:         1
   tan_phi_av_sum                    [deg-m]:      0.910E-01
   T_sum                                 [m]:      0.250    
 > 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                                   [-]:       1.12    
   p0                                  [kPa]:       2.40    
   gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
                                        [kN]:       5.65    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       20.3    
   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]:   25.92042    
Qv_GSS_fun: END --- >

   phi_lay_deg1                        [deg]:       20.0    
   phi_lay_deg2                        [deg]:       20.0    
 > Q_ub                                 [kN]:   25.92042    
 > Qv_fmode_pt                              :GSS
Q_ub_sub: END --- >


Rs_pt_fun: < --- BEGIN
 < D                                     [m]:      0.400    
 < B_pt                                  [m]:       1.00    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:      0.400    
   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]:      0.400    
 < B_pt                                  [m]:       1.00    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:      0.400    
   A_pt                                [m^2]:      0.785    
   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]:      0.400    
 < D_pt                                  [m]:       1.00    
 < B_pt                                  [m]:       1.30    

Qv_GSS_fun: < --- BEGIN
 < D                                     [m]:       1.00    
 < B_eq                                  [m]:       1.30    

phi_av_fun: < --- BEGIN
 < z1                                    [m]:       1.00    
 < z2                                    [m]:       1.32    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         2
   lay_num_z2                            [-]:         2
   tan_phi_av_sum                    [deg-m]:      0.871E-01
   T_sum                                 [m]:      0.325    
 > 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                                   [-]:       1.19    
   p0                                  [kPa]:       6.00    
   gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
                                        [kN]:       11.9    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       68.4    
   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]:   80.28918    
Qv_GSS_fun: END --- >

   phi_lay_deg1                        [deg]:       20.0    
   phi_lay_deg2                        [deg]:       15.0    
 > Q_ub                                 [kN]:   80.28918    
 > Qv_fmode_pt                              :GSS
Q_ub_sub: END --- >


Rs_pt_fun: < --- BEGIN
 < D                                     [m]:      0.400    
 < B_pt                                  [m]:       1.30    
 < T_pt                                  [m]:      0.600    
   D + T_pt                              [m]:       1.00    
   su_av                                kPa]:       0.00    
   P_pt                                  [m]:       0.00    
   T_pt                                  [m]:      0.600    
   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]:      0.400    
 < B_pt                                  [m]:       1.30    
 < T_pt                                  [m]:      0.600    
   D + T_pt                              [m]:       1.00    
   A_pt                                [m^2]:       1.33    
   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]:   4.779218    
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]
 0.400     0.400      1.00      0.00       25.92042       0.000000       0.000000        1   0.000000       0.000000       25.92042    *  1 GSS
 0.400      1.00      1.30     0.600       80.28918       0.000000       4.779218        2   4.779218       0.000000       75.50996       2 PTS>GSS
 > Qv_Dpt                               [kN]:   25.92042    
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]:      0.400    
 < B_eq                                  [m]:       1.00    

Q_ub_sub: < --- BEGIN     
 < D                                     [m]:      0.400    
 < D_pt                                  [m]:      0.400    
 < B_pt                                  [m]:       1.00    

Qv_GSS_fun: < --- BEGIN
 < D                                     [m]:      0.400    
 < B_eq                                  [m]:       1.00    

phi_av_fun: < --- BEGIN
 < z1                                    [m]:      0.400    
 < z2                                    [m]:      0.650    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         1
   lay_num_z2                            [-]:         1
   tan_phi_av_sum                    [deg-m]:      0.910E-01
   T_sum                                 [m]:      0.250    
 > 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                                   [-]:       1.12    
   p0                                  [kPa]:       2.40    
   gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
                                        [kN]:       5.65    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       20.3    
   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]:   25.92042    
Qv_GSS_fun: END --- >

   phi_lay_deg1                        [deg]:       20.0    
   phi_lay_deg2                        [deg]:       20.0    
 > Q_ub                                 [kN]:   25.92042    
 > Qv_fmode_pt                              :GSS
Q_ub_sub: END --- >


Rs_pt_fun: < --- BEGIN
 < D                                     [m]:      0.400    
 < B_pt                                  [m]:       1.00    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:      0.400    
   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]:      0.400    
 < B_pt                                  [m]:       1.00    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:      0.400    
   A_pt                                [m^2]:      0.785    
   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]:      0.400    
 < D_pt                                  [m]:       1.00    
 < B_pt                                  [m]:       1.30    

Qv_GSS_fun: < --- BEGIN
 < D                                     [m]:       1.00    
 < B_eq                                  [m]:       1.30    

phi_av_fun: < --- BEGIN
 < z1                                    [m]:       1.00    
 < z2                                    [m]:       1.32    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         2
   lay_num_z2                            [-]:         2
   tan_phi_av_sum                    [deg-m]:      0.871E-01
   T_sum                                 [m]:      0.325    
 > 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                                   [-]:       1.19    
   p0                                  [kPa]:       6.00    
   gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
                                        [kN]:       11.9    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       68.4    
   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]:   80.28918    
Qv_GSS_fun: END --- >

   phi_lay_deg1                        [deg]:       20.0    
   phi_lay_deg2                        [deg]:       15.0    
 > Q_ub                                 [kN]:   80.28918    
 > Qv_fmode_pt                              :GSS
Q_ub_sub: END --- >


Rs_pt_fun: < --- BEGIN
 < D                                     [m]:      0.400    
 < B_pt                                  [m]:       1.30    
 < T_pt                                  [m]:      0.600    
   D + T_pt                              [m]:       1.00    
   su_av                                kPa]:       0.00    
   P_pt                                  [m]:       0.00    
   T_pt                                  [m]:      0.600    
   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]:      0.400    
 < B_pt                                  [m]:       1.30    
 < T_pt                                  [m]:      0.600    
   D + T_pt                              [m]:       1.00    
   A_pt                                [m^2]:       1.33    
   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]:   4.779218    
dW_pt_fun: END --- >

 < z_tip_verify                          [m]:      0.400    
   D                                     [m]:      0.400    
   B_eq                                  [m]:       1.00    
   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]:   25.92042    *
   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]:   25.92042    
                       Qv_fmode, failure mode  :   'GSS'


Qv_GSS_fun: < --- BEGIN
 < D                                     [m]:      0.400    
 < B_eq                                  [m]:       1.00    

phi_av_fun: < --- BEGIN
 < z1                                    [m]:      0.400    
 < z2                                    [m]:      0.650    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         1
   lay_num_z2                            [-]:         1
   tan_phi_av_sum                    [deg-m]:      0.910E-01
   T_sum                                 [m]:      0.250    
 > 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                                   [-]:       1.12    
   p0                                  [kPa]:       2.40    
   gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
                                        [kN]:       5.65    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       20.3    
   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]:   25.92042    
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]:       0.00    
   sp_B_max                              [m]:       1.00    
 > D                                     [m]:      0.400    
 > B_eq                                  [m]:       1.00    
D_B_eq_sub: END --- >


H_cav_fun: < --- BEGIN
 < D                                     [m]:      0.400    
 < B_eq                                  [m]:       1.00    
 < 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]:      0.400    
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]:       0.00    
   sp_B_max                              [m]:       1.00    
 > D                                     [m]:      0.400    
 > B_eq                                  [m]:       1.00    
D_B_eq_sub: END --- >

   z1                                    [m]:      0.400    
   z2                                    [m]:      0.400    
   gamma_sub_av                     [kN/m^3]:       6.00    
   V_D                                  [kN]:      0.100E-02
 > B_S = gamma_sub_av*V_D               [kN]:  0.6000000E-02
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]:       0.00    
   sp_B_max                              [m]:       1.00    
 > D                                     [m]:      0.400    
 > B_eq                                  [m]:       1.00    
D_B_eq_sub: END --- >

   gamma_sub_av                     [kN/m^3]:       6.00    
   A                                   [m^2]:      0.785    
   H_cav                                 [m]:      0.400    
   V_spud                              [m^3]:       0.00    
   V_D                                 [m^3]:      0.100E-02
   W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ]
 > W_BF                                 [kN]:  0.6000000E-02
W_BF_fun: END --- >

 < z_tip_verify                          [m]:      0.400    
   D                                     [m]:      0.400    
   B_eq                                  [m]:       1.00    
   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]:      0.400    
   V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
     spudcan total volume BENEATH BACKFILL                 [m^3]:       0.00    
   V_D, ISO 19905-1 Fig.A.9.3-6, row2, 
     spudcan total volume BELOW MAXIMUM BEARING AREA       [m^3]:      0.100E-02
   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]:  0.6000000E-02

   QV_DPT, spudcan NETT resistance at depth D               [kN]:   25.92042    
   B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]:  0.6000000E-02
        i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
   W_BF, backfill weight due to backflow                    [kN]:  0.6000000E-02
 > V_L, spudcan GROSS ultimate bearing resistance
        ie V_L = QV_DPT - W_BF + B_S                        [kN]:   25.92042    


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     0.100      1.00     0.100      0.00     0.100E-02 0.600E-02  0.6000000E-02   10.32086       10.32086    
 0.200     0.200      1.00     0.200      0.00     0.100E-02 0.600E-02  0.6000000E-02   15.26551       15.26551    
 0.300     0.300      1.00     0.300      0.00     0.100E-02 0.600E-02  0.6000000E-02   20.47315       20.47315    
 0.400     0.400      1.00     0.400      0.00     0.100E-02 0.600E-02  0.6000000E-02   25.92042       25.92042    
 0.500     0.500      1.00     0.500      0.00     0.100E-02 0.600E-02  0.6000000E-02   31.57949       31.57949    
 0.600     0.600      1.00     0.600      0.00     0.100E-02 0.600E-02  0.6000000E-02   37.42114       37.42114    
 0.700     0.700      1.00     0.700      0.00     0.100E-02 0.600E-02  0.6000000E-02   43.41718       43.41718    
 0.800     0.800      1.00     0.800      0.00     0.100E-02 0.600E-02  0.6000000E-02   47.37293       47.37293    
 0.900     0.900      1.00     0.900      0.00     0.100E-02 0.600E-02  0.6000000E-02   48.07040       48.07040    
  1.00      1.00      1.00      1.00      0.00     0.100E-02 0.765E-02  0.6001074E-02   47.18169       47.18334    
  1.10      1.10      1.00      1.10      0.00     0.100E-02 0.765E-02  0.6149316E-02   53.04380       53.04530    
  1.20      1.20      1.00      1.20      0.00     0.100E-02 0.765E-02  0.6276074E-02   58.97061       58.97198    
  1.30      1.30      1.00      1.30      0.00     0.100E-02 0.765E-02  0.6381348E-02   64.95143       64.95270    
  1.40      1.40      1.00      1.40      0.00     0.100E-02 0.765E-02  0.6471582E-02   70.97745       70.97863    
  1.50      1.50      1.00      1.50      0.00     0.100E-02 0.765E-02  0.6548926E-02   77.04143       77.04253    
  1.60      1.60      1.00      1.60      0.00     0.100E-02 0.765E-02  0.6619824E-02   83.13741       83.13844    
  1.70      1.70      1.00      1.70      0.00     0.100E-02 0.765E-02  0.6677832E-02   89.26050       89.26147    
  1.80      1.80      1.00      1.80      0.00     0.100E-02 0.765E-02  0.6733691E-02   95.40665       95.40757    
  1.90      1.90      1.00      1.90      0.00     0.100E-02 0.765E-02  0.6780957E-02   101.5725       101.5734    
  2.00      2.00      1.00      2.00      0.00     0.100E-02 0.765E-02  0.6826074E-02   107.7553       107.7561    
 -------------------------------------------------------------------------------------------------------------
 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     0.100      1.00       10.32086       10.32086     GSS
 0.200     0.200      1.00       15.26551       15.26551     GSS
 0.300     0.300      1.00       20.47315       20.47315     GSS
 0.400     0.400      1.00       25.92042       25.92042     GSS
 0.500     0.500      1.00       31.57949       31.57949     GSS
 0.600     0.600      1.00       37.42114       37.42114     GSS
 0.700     0.700      1.00       43.41718       43.41718     GSS
 0.800     0.800      1.00       47.37293       47.37293     GSS
 0.900     0.900      1.00       48.07040       48.07040     GSS
  1.00      1.00      1.00       47.18169       47.18334     GSS
  1.10      1.10      1.00       53.04380       53.04530     GSS
  1.20      1.20      1.00       58.97061       58.97198     GSS
  1.30      1.30      1.00       64.95143       64.95270     GSS
  1.40      1.40      1.00       70.97745       70.97863     GSS
  1.50      1.50      1.00       77.04143       77.04253     GSS
  1.60      1.60      1.00       83.13741       83.13844     GSS
  1.70      1.70      1.00       89.26050       89.26147     GSS
  1.80      1.80      1.00       95.40665       95.40757     GSS
  1.90      1.90      1.00       101.5725       101.5734     GSS
  2.00      2.00      1.00       107.7553       107.7561     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     0.100      2.00      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:    4

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: NUMSP_BH = 1 [flat-bottomed spudcan].
WARNING. spfdat: maximum spudcan width SP_B_MAX=1.00 m is outside typical range [3 - 20].

 < P_spud                [kN]:   90276.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         T
   P_spud_PT             [kN]:   48.07040    
   z_tip_start_PT         [m]:      0.900    
   z_tip_end_PT           [m]:       2.00    
   PT_height              [m]:       1.10    
 > 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
