
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 06:47:51 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    
 0.200      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] 
  2.00      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
 0.100     0.100    
 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]:       785.    
   sp_H                                  [m]:       785.    
 > sp_H              sp_B
 > [m]               [m]
       2.00           0.00    
       0.00           785.    
spudcan_mat_X_sub: END --- >


D_B_eq_sub: < --- BEGIN
 < z_tip                                 [m]:      0.100    
   sp_H_max                              [m]:       0.00    
   sp_B_max                              [m]:       2.00    
 > D                                     [m]:      0.100    
 > B_eq                                  [m]:       2.00    
D_B_eq_sub: END --- >


sp_beta_fun: < --- BEGIN
 < z_tip                                 [m]:      0.100    
   sp_H_max                              [m]:       0.00    
   z_tip_dummy                           [m]:      0.100E-02
   V_eq                                [m^3]:      0.314E-02
   B_eq                                  [m]:       2.00    
   A_eq                                [m^2]:       3.14    
   H_eq                                  [m]:      0.300E-02
   sp_H_max                              [m]:       3.14    
   z_tip_dummy                           [m]:       180.    
   V_eq                                [m^3]:
 > sp_beta                             [rad]:       3.14    
 > sp_beta/deg                         [deg]:       180.    
sp_beta_fun: END --- >

   gamma_sub_av                     [kN/m^3]:       6.00    
   A                                   [m^2]:       3.14    
   H_cav                                 [m]:      0.100    
   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]:      0.100    
 < B_eq                                  [m]:       2.00    

Q_ub_sub: < --- BEGIN     
 < D                                     [m]:      0.100    
 < D_pt                                  [m]:      0.100    
 < B_pt                                  [m]:       2.00    

Qv_GSS_fun: < --- BEGIN
 < D                                     [m]:      0.100    
 < B_eq                                  [m]:       2.00    

phi_av_fun: < --- BEGIN
 < z1                                    [m]:      0.100    
 < z2                                    [m]:      0.600    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         1
   lay_num_z2                            [-]:         2
   tan_phi_av_sum                    [deg-m]:      0.144    
   T_sum                                 [m]:      0.500    
 > phi_av                              [rad]:      0.280    
 > phi_av/deg                          [deg]:       16.0    
phi_av_fun : END --- >

   is_D_clay                           [t/f]:         F
   gamma_sub_av                     [kN/m^3]:       7.32    
   phi_rad_av                          [rad]:      0.280    
   phi_rad_av/deg                      [deg]:       16.0    
   N_gamma                               [-]:       1.92    
   N_q                                   [-]:       7.69    
   d_gamma                               [-]:       1.00    
   d_q                                   [-]:       1.02    
   p0                                  [kPa]:      0.600    
   gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
                                        [kN]:       44.2    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       14.7    
   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]:   58.92811    
Qv_GSS_fun: END --- >

   phi_lay_deg1                        [deg]:       20.0    
   phi_lay_deg2                        [deg]:       20.0    
 > Q_ub                                 [kN]:   58.92811    
 > Qv_fmode_pt                              :GSS
Q_ub_sub: END --- >


Rs_pt_fun: < --- BEGIN
 < D                                     [m]:      0.100    
 < B_pt                                  [m]:       2.00    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:      0.100    
   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]:      0.100    
 < B_pt                                  [m]:       2.00    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:      0.100    
   A_pt                                [m^2]:       3.14    
   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]:      0.100    
 < D_pt                                  [m]:      0.200    
 < B_pt                                  [m]:       2.05    

Qv_GSS_fun: < --- BEGIN
 < D                                     [m]:      0.200    
 < B_eq                                  [m]:       2.05    

phi_av_fun: < --- BEGIN
 < z1                                    [m]:      0.200    
 < z2                                    [m]:      0.712    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         2
   lay_num_z2                            [-]:         2
   tan_phi_av_sum                    [deg-m]:      0.137    
   T_sum                                 [m]:      0.512    
 > 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                                   [-]:       1.03    
   p0                                  [kPa]:       1.20    
   gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
                                        [kN]:       46.6    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       29.3    
   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]:   75.91997    
Qv_GSS_fun: END --- >

   phi_lay_deg1                        [deg]:       20.0    
   phi_lay_deg2                        [deg]:       15.0    
 > Q_ub                                 [kN]:   75.91997    
 > Qv_fmode_pt                              :GSS
Q_ub_sub: END --- >


Rs_pt_fun: < --- BEGIN
 < D                                     [m]:      0.100    
 < B_pt                                  [m]:       2.05    
 < T_pt                                  [m]:      0.100    
   D + T_pt                              [m]:      0.200    
   su_av                                kPa]:       0.00    
   P_pt                                  [m]:       0.00    
   T_pt                                  [m]:      0.100    
   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]:      0.100    
 < B_pt                                  [m]:       2.05    
 < T_pt                                  [m]:      0.100    
   D + T_pt                              [m]:      0.200    
   A_pt                                [m^2]:       3.30    
   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]:   1.980736    
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]
 0.100     0.100      2.00      0.00       58.92811       0.000000       0.000000        1   0.000000       0.000000       58.92811    *  1 GSS
 0.100     0.200      2.05     0.100       75.91997       0.000000       1.980736        2   1.980736       0.000000       73.93924       2 PTS>GSS
 > Qv_Dpt                               [kN]:   58.92811    
Qv_Dpt_sub: END --- >


ioutd_z_tip_verify: < --- BEGIN
 < z_tip_verify [m]: 0.100    

Qv, GROSS resistances at foundation depth D ------:
--------------------------------------------------:

Qv_Dpt_sub: < --- BEGIN
 < D                                     [m]:      0.100    
 < B_eq                                  [m]:       2.00    

Q_ub_sub: < --- BEGIN     
 < D                                     [m]:      0.100    
 < D_pt                                  [m]:      0.100    
 < B_pt                                  [m]:       2.00    

Qv_GSS_fun: < --- BEGIN
 < D                                     [m]:      0.100    
 < B_eq                                  [m]:       2.00    

phi_av_fun: < --- BEGIN
 < z1                                    [m]:      0.100    
 < z2                                    [m]:      0.600    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         1
   lay_num_z2                            [-]:         2
   tan_phi_av_sum                    [deg-m]:      0.144    
   T_sum                                 [m]:      0.500    
 > phi_av                              [rad]:      0.280    
 > phi_av/deg                          [deg]:       16.0    
phi_av_fun : END --- >

   is_D_clay                           [t/f]:         F
   gamma_sub_av                     [kN/m^3]:       7.32    
   phi_rad_av                          [rad]:      0.280    
   phi_rad_av/deg                      [deg]:       16.0    
   N_gamma                               [-]:       1.92    
   N_q                                   [-]:       7.69    
   d_gamma                               [-]:       1.00    
   d_q                                   [-]:       1.02    
   p0                                  [kPa]:      0.600    
   gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
                                        [kN]:       44.2    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       14.7    
   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]:   58.92811    
Qv_GSS_fun: END --- >

   phi_lay_deg1                        [deg]:       20.0    
   phi_lay_deg2                        [deg]:       20.0    
 > Q_ub                                 [kN]:   58.92811    
 > Qv_fmode_pt                              :GSS
Q_ub_sub: END --- >


Rs_pt_fun: < --- BEGIN
 < D                                     [m]:      0.100    
 < B_pt                                  [m]:       2.00    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:      0.100    
   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]:      0.100    
 < B_pt                                  [m]:       2.00    
 < T_pt                                  [m]:       0.00    
   D + T_pt                              [m]:      0.100    
   A_pt                                [m^2]:       3.14    
   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]:      0.100    
 < D_pt                                  [m]:      0.200    
 < B_pt                                  [m]:       2.05    

Qv_GSS_fun: < --- BEGIN
 < D                                     [m]:      0.200    
 < B_eq                                  [m]:       2.05    

phi_av_fun: < --- BEGIN
 < z1                                    [m]:      0.200    
 < z2                                    [m]:      0.712    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         2
   lay_num_z2                            [-]:         2
   tan_phi_av_sum                    [deg-m]:      0.137    
   T_sum                                 [m]:      0.512    
 > 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                                   [-]:       1.03    
   p0                                  [kPa]:       1.20    
   gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
                                        [kN]:       46.6    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       29.3    
   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]:   75.91997    
Qv_GSS_fun: END --- >

   phi_lay_deg1                        [deg]:       20.0    
   phi_lay_deg2                        [deg]:       15.0    
 > Q_ub                                 [kN]:   75.91997    
 > Qv_fmode_pt                              :GSS
Q_ub_sub: END --- >


Rs_pt_fun: < --- BEGIN
 < D                                     [m]:      0.100    
 < B_pt                                  [m]:       2.05    
 < T_pt                                  [m]:      0.100    
   D + T_pt                              [m]:      0.200    
   su_av                                kPa]:       0.00    
   P_pt                                  [m]:       0.00    
   T_pt                                  [m]:      0.100    
   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]:      0.100    
 < B_pt                                  [m]:       2.05    
 < T_pt                                  [m]:      0.100    
   D + T_pt                              [m]:      0.200    
   A_pt                                [m^2]:       3.30    
   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]:   1.980736    
dW_pt_fun: END --- >

 < z_tip_verify                          [m]:      0.100    
   D                                     [m]:      0.100    
   B_eq                                  [m]:       2.00    
   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]:   58.92811    *
   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]:   58.92811    
                       Qv_fmode, failure mode  :   'GSS'


Qv_GSS_fun: < --- BEGIN
 < D                                     [m]:      0.100    
 < B_eq                                  [m]:       2.00    

phi_av_fun: < --- BEGIN
 < z1                                    [m]:      0.100    
 < z2                                    [m]:      0.600    
   is_D_clay                             [-]:         F
   lay_num_z1                            [-]:         1
   lay_num_z2                            [-]:         2
   tan_phi_av_sum                    [deg-m]:      0.144    
   T_sum                                 [m]:      0.500    
 > phi_av                              [rad]:      0.280    
 > phi_av/deg                          [deg]:       16.0    
phi_av_fun : END --- >

   is_D_clay                           [t/f]:         F
   gamma_sub_av                     [kN/m^3]:       7.32    
   phi_rad_av                          [rad]:      0.280    
   phi_rad_av/deg                      [deg]:       16.0    
   N_gamma                               [-]:       1.92    
   N_q                                   [-]:       7.69    
   d_gamma                               [-]:       1.00    
   d_q                                   [-]:       1.02    
   p0                                  [kPa]:      0.600    
   gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
                                        [kN]:       44.2    
   p0*d_q*N_q*pi*B_eq*B_eq/4            [kN]:       14.7    
   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]:   58.92811    
Qv_GSS_fun: END --- >


V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------:

D_B_eq_sub: < --- BEGIN
 < z_tip                                 [m]:      0.100    
   sp_H_max                              [m]:       0.00    
   sp_B_max                              [m]:       2.00    
 > D                                     [m]:      0.100    
 > B_eq                                  [m]:       2.00    
D_B_eq_sub: END --- >


H_cav_fun: < --- BEGIN
 < D                                     [m]:      0.100    
 < B_eq                                  [m]:       2.00    
 < 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]:      0.100    
H_cav_fun: END --- >


B_S_fun: < --- BEGIN
 < z_tip                                 [m]:      0.100    

D_B_eq_sub: < --- BEGIN
 < z_tip                                 [m]:      0.100    
   sp_H_max                              [m]:       0.00    
   sp_B_max                              [m]:       2.00    
 > D                                     [m]:      0.100    
 > B_eq                                  [m]:       2.00    
D_B_eq_sub: END --- >

   z1                                    [m]:      0.100    
   z2                                    [m]:      0.100    
   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]:      0.100    
 < I_BF                                  [-]:         1

D_B_eq_sub: < --- BEGIN
 < z_tip                                 [m]:      0.100    
   sp_H_max                              [m]:       0.00    
   sp_B_max                              [m]:       2.00    
 > D                                     [m]:      0.100    
 > B_eq                                  [m]:       2.00    
D_B_eq_sub: END --- >

   gamma_sub_av                     [kN/m^3]:       6.00    
   A                                   [m^2]:       3.14    
   H_cav                                 [m]:      0.100    
   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]:      0.100    
   D                                     [m]:      0.100    
   B_eq                                  [m]:       2.00    
   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]:      0.100    
   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]:   58.92811    
   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]:   58.92811    


ioutd_z_tip_verify: END --- >


soil_mat_adjust: < --- BEGIN
 < z_tip                                 [m]: 0.100    
 < 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      2.00      0.00      0.00     0.100E-02 0.600E-02  0.6000000E-02   44.89406       44.89406    
 0.100     0.100      2.00     0.100      0.00     0.100E-02 0.600E-02  0.6000000E-02   58.92811       58.92811    
 0.200     0.200      2.00     0.200      0.00     0.100E-02 0.765E-02  0.6001074E-02   71.19953       71.20118    
 0.300     0.300      2.00     0.300      0.00     0.100E-02 0.765E-02  0.6548926E-02   89.65522       89.65632    
 0.400     0.400      2.00     0.400      0.00     0.100E-02 0.765E-02  0.6826074E-02   108.5994       108.6002    
 0.500     0.500      2.00     0.500      0.00     0.100E-02 0.765E-02  0.6991504E-02   128.0163       128.0169    
 0.600     0.600      2.00     0.600      0.00     0.100E-02 0.765E-02  0.7101074E-02   147.8866       147.8871    
 0.700     0.700      2.00     0.700      0.00     0.100E-02 0.765E-02  0.7178418E-02   168.1883       168.1888    
 0.800     0.800      2.00     0.800      0.00     0.100E-02 0.765E-02  0.7238574E-02   188.8972       188.8977    
 0.900     0.900      2.00     0.900      0.00     0.100E-02 0.765E-02  0.7283691E-02   209.9880       209.9884    
  1.00      1.00      2.00      1.00      0.00     0.100E-02 0.765E-02  0.7320215E-02   231.4344       231.4348    
  1.10      1.10      2.00      1.10      0.00     0.100E-02 0.765E-02  0.7348145E-02   253.2105       253.2108    
  1.20      1.20      2.00      1.20      0.00     0.100E-02 0.765E-02  0.7373926E-02   275.2904       275.2907    
  1.30      1.30      2.00      1.30      0.00     0.100E-02 0.765E-02  0.7397559E-02   297.6494       297.6497    
  1.40      1.40      2.00      1.40      0.00     0.100E-02 0.765E-02  0.7412598E-02   320.2639       320.2641    
  1.50      1.50      2.00      1.50      0.00     0.100E-02 0.765E-02  0.7429785E-02   343.1113       343.1115    
  1.60      1.60      2.00      1.60      0.00     0.100E-02 0.765E-02  0.7444824E-02   366.1709       366.1711    
  1.70      1.70      2.00      1.70      0.00     0.100E-02 0.765E-02  0.7455566E-02   389.4234       389.4235    
  1.80      1.80      2.00      1.80      0.00     0.100E-02 0.765E-02  0.7468457E-02   412.8507       412.8509    
  1.90      1.90      2.00      1.90      0.00     0.100E-02 0.765E-02  0.7477051E-02   436.4368       436.4369    
  2.00      2.00      2.00      2.00      0.00     0.100E-02 0.765E-02  0.7483496E-02   460.1665       460.1667    
 -------------------------------------------------------------------------------------------------------------
 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      2.00       44.89406       44.89406     GSS
 0.100     0.100      2.00       58.92811       58.92811     GSS
 0.200     0.200      2.00       71.19953       71.20118     GSS
 0.300     0.300      2.00       89.65522       89.65632     GSS
 0.400     0.400      2.00       108.5994       108.6002     GSS
 0.500     0.500      2.00       128.0163       128.0169     GSS
 0.600     0.600      2.00       147.8866       147.8871     GSS
 0.700     0.700      2.00       168.1883       168.1888     GSS
 0.800     0.800      2.00       188.8972       188.8977     GSS
 0.900     0.900      2.00       209.9880       209.9884     GSS
  1.00      1.00      2.00       231.4344       231.4348     GSS
  1.10      1.10      2.00       253.2105       253.2108     GSS
  1.20      1.20      2.00       275.2904       275.2907     GSS
  1.30      1.30      2.00       297.6494       297.6497     GSS
  1.40      1.40      2.00       320.2639       320.2641     GSS
  1.50      1.50      2.00       343.1113       343.1115     GSS
  1.60      1.60      2.00       366.1709       366.1711     GSS
  1.70      1.70      2.00       389.4234       389.4235     GSS
  1.80      1.80      2.00       412.8507       412.8509     GSS
  1.90      1.90      2.00       436.4368       436.4369     GSS
  2.00      2.00      2.00       460.1665       460.1667     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=2.00 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]:         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
