
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 06:48:26 on 14-JUN-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].

DC02_RW_CPT002UB_SAPHIREDRILLER         

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  19.8    
soil_mat_adjust: D   , layer#        [m],[-]:  17.9      8
soil_mat_adjust: D_pt, layer#        [m],[-]:  19.9     12
soil_mat_adjust: removed soil layer      [-]: 12

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   47)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.500      0.00      0.00     0.400       GSC
 0.500     0.600      0.00      0.00     0.100       SQC
 0.600      1.10      0.00      0.00     0.500       GSC
  1.10      2.40      0.00     0.550      1.30       SQC
  2.40      2.60     0.550     0.750     0.200       PTS>SQC
  2.60      3.10     0.750      1.25     0.500       PTS>PTC>PTS>SQC
  3.10      3.20      1.25      1.35     0.100       PTS>SQC
  3.20      3.60      1.35      1.75     0.400       PTS>PTC>PTS>SQC
  3.60      3.70      1.75      1.85     0.100       PTS>SQC
  3.70      4.00      1.85      2.15     0.300       PTS>PTC>PTS>SQC
  4.00      4.10      2.15      2.25     0.100       PTS>SQC
  4.10      4.30      2.25      2.45     0.200       PTS>PTC>PTS>SQC
  4.30      4.40      2.45      2.55     0.100       PTS>SQC
  4.40      4.60      2.55      2.75     0.200       PTS>PTC>PTS>SQC
  4.60      4.70      2.75      2.85     0.100       PTS>SQC
  4.70      4.80      2.85      2.95     0.100       PTS>PTC>PTS>SQC
  4.80      4.90      2.95      3.05     0.100       PTS>SQC
  4.90      5.00      3.05      3.15     0.100       PTS>PTC>PTS>SQC
  5.00      5.10      3.15      3.25     0.100       PTS>SQC
  5.10      5.50      3.25      3.65     0.400       PTS>PTC>PTS>PTC>PTC>PTS>GSC
  5.50      6.00      3.65      4.15     0.500       PTC>PTS>PTC>PTC>PTS>GSC
  6.00      6.80      4.15      4.95     0.800       PTS>PTC>PTC>PTS>GSC
  6.80      7.20      4.95      5.35     0.400       GSS
  7.20      7.70      5.35      5.85     0.500       PTC>PTC>PTS>GSC
  7.70      9.30      5.85      7.45      1.60       PTC>PTS>GSC
  9.30      9.90      7.45      8.05     0.600       PTS>GSC
  9.90      14.3      8.05      12.5      4.40       GSC
  14.3      17.8      12.5      16.0      3.50       SQC
  17.8      17.9      16.0      16.1     0.100       PTC>PTC>PTS>PTS>SQC
  17.9      18.0      16.1      16.1     0.100       SQC
  18.0      18.3      16.1      16.4     0.300       PTC>PTC>PTS>PTS>SQC
  18.3      18.4      16.4      16.6     0.100       SQC
  18.4      18.7      16.6      16.8     0.300       PTC>PTC>PTS>PTS>SQC
  18.7      18.8      16.8      16.9     0.100       SQC
  18.8      19.0      16.9      17.1     0.200       PTC>PTC>PTS>PTS>SQC
  19.0      19.1      17.1      17.2     0.100       SQC
  19.1      19.2      17.2      17.4     0.100       PTC>PTC>PTS>PTS>SQC
  19.2      19.3      17.4      17.4     0.100       PTC>SQC
  19.3      19.4      17.4      17.6     0.100       SQC
  19.4      19.5      17.6      17.6     0.100       PTC>SQC
  19.5      19.6      17.6      17.8     0.100       PTC>PTC>PTS>PTS>SQC
  19.6      19.8      17.8      17.9     0.200       PTC>SQC
  19.8      19.9      17.9      18.1     0.100       PTC>PTC>PTS>PTS>SQC
  19.9      20.0      18.1      18.1     0.100       PTC>SQC
  20.0      20.1      18.1      18.2     0.100       SQC
  20.1      20.2      18.2      18.4     0.100       PTC>GSS
  20.2      30.0      18.4      28.1      9.80       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:   16

WARNING. gmdata: soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=4.05 kPa; PSI=SU/SIGV=11.35 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; SU_BOT, SIGV=11.96 kPa; PSI=SU/SIGV=4.93 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=5.65 kN/m^3 is inconsistent with SU_TOP=46.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=5.65 kN/m^3 is inconsistent with SU_BOT=59.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=113.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=131.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=6.20 kN/m^3 is inconsistent with SU_TOP=59.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=6.20 kN/m^3 is inconsistent with SU_BOT=66.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=77.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=97.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=9.00 kN/m^3 is inconsistent with PHI=40.00 degrees.
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=162 degrees is outside typical range [110 - 150].
WARNING. spfdat: number of soil layers NUMSL > 10 in top 1.5B [?simplify ground model].

 < P_spud                [kN]:   86710.40    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       2.35    
out_sp_pen_sub: END --- >


input   file: "JOB.I01"
output  file: "JOB.O01"
iso_19905_1: normal program end
