
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 09:39:47 on 12-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].

DC28_RW_CPT002LB_HAKURYU12              

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  19.1    
soil_mat_adjust: D   , layer#        [m],[-]:  17.2      5
soil_mat_adjust: D_pt, layer#        [m],[-]:  17.8      7
soil_mat_adjust: removed soil layer      [-]:  7

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   49)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.300      0.00      0.00     0.200       GSC
 0.300      2.50      0.00     0.650      2.20       SQC
  2.50      3.30     0.650      1.45     0.800       GSS
  3.30      5.20      1.45      3.35      1.90       PTS>SQC
  5.20      5.40      3.35      3.55     0.200       GSS
  5.40      5.50      3.55      3.65     0.100       PTS>SQC
  5.50      5.60      3.65      3.75     0.100       GSS
  5.60      7.70      3.75      5.85      2.10       PTS>PTC>PTS>GSC
  7.70      8.40      5.85      6.55     0.700       PTC>PTS>GSC
  8.40      8.90      6.55      7.05     0.500       PTS>GSC
  8.90      11.0      7.05      9.15      2.10       GSC
  11.0      13.8      9.15      12.0      2.80       SQC
  13.8      13.9      12.0      12.1     0.100       PTC>PTS>SQC
  13.9      14.0      12.1      12.2     0.100       SQC
  14.0      14.6      12.2      12.8     0.600       PTC>PTS>SQC
  14.6      14.7      12.8      12.9     0.100       SQC
  14.7      15.0      12.9      13.2     0.300       PTC>PTS>SQC
  15.0      15.1      13.2      13.3     0.100       SQC
  15.1      15.4      13.3      13.6     0.300       PTC>PTS>SQC
  15.4      15.5      13.6      13.7     0.100       SQC
  15.5      15.7      13.7      13.9     0.200       PTC>PTS>SQC
  15.7      15.8      13.9      14.0     0.100       SQC
  15.8      16.0      14.0      14.2     0.200       PTC>PTS>SQC
  16.0      16.1      14.2      14.3     0.100       SQC
  16.1      16.2      14.3      14.3     0.100       PTC>PTS>SQC
  16.2      16.3      14.3      14.5     0.100       SQC
  16.3      16.4      14.5      14.6     0.100       PTC>PTS>SQC
  16.4      16.5      14.6      14.7     0.100       SQC
  16.5      16.6      14.7      14.8     0.100       PTC>PTS>SQC
  16.6      16.7      14.8      14.8     0.100       SQC
  16.7      16.8      14.8      15.0     0.100       PTC>PTS>SQC
  16.8      16.9      15.0      15.1     0.100       SQC
  16.9      17.0      15.1      15.2     0.100       PTC>PTS>SQC
  17.0      17.4      15.2      15.6     0.400       PTC>PTS>PTC>SQC
  17.4      17.5      15.6      15.7     0.100       SQC
  17.5      17.8      15.7      16.0     0.300       PTC>PTS>PTC>SQC
  17.8      17.9      16.0      16.1     0.100       PTC>PTS>SQC
  17.9      18.1      16.1      16.2     0.200       PTC>PTS>PTC>SQC
  18.1      18.2      16.2      16.3     0.100       SQC
  18.2      18.5      16.3      16.6     0.300       PTC>PTS>PTC>SQC
  18.5      18.6      16.6      16.8     0.100       PTC>PTS>SQC
  18.6      18.7      16.8      16.8     0.100       SQC
  18.7      19.0      16.8      17.1     0.300       PTC>PTS>PTC>SQC
  19.0      19.1      17.1      17.2     0.100       SQC
  19.1      19.3      17.2      17.4     0.200       PTC>PTS>SQC
  19.3      19.4      17.4      17.6     0.100       PTC>GSS
  19.4      19.9      17.6      18.1     0.500       GSS
  19.9      20.0      18.1      18.1     0.100       PTC>GSS
  20.0      30.0      18.1      28.1      10.0       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:   11

WARNING. gmdata: soil layer # 5; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=55.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=7.10 kN/m^3 is inconsistent with SU_BOT=59.00 kPa.
WARNING. gmdata: soil layer # 6; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 7; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=52.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.30 kN/m^3 is inconsistent with SU_TOP=97.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.10 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 9; BDEN=7.10 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 10; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. spfdat: spudcan volume V_SPUDCAN=822 m^3 is outside typical range [30 - 500].
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=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]:   91900.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       4.41    
out_sp_pen_sub: END --- >


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