
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 15:18:22 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_SOFF_CPT003UB_SAPHIRE              

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   30)
 -------------------------------------------------------------------
  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      2.20      0.00     0.350      1.90       SQC
  2.20      4.00     0.350      2.15      1.80       PTS>SQC
  4.00      7.70      2.15      5.85      3.70       PTS>PTC>PTS>GSC
  7.70      8.60      5.85      6.75     0.900       PTC>PTS>GSC
  8.60      9.40      6.75      7.55     0.800       PTS>GSC
  9.40      11.5      7.55      9.65      2.10       GSC
  11.5      15.0      9.65      13.2      3.50       SQC
  15.0      16.1      13.2      14.3      1.10       PTC>PTS>SQC
  16.1      16.2      14.3      14.3     0.100       SQC
  16.2      16.9      14.3      15.1     0.700       PTC>PTS>SQC
  16.9      17.0      15.1      15.2     0.100       SQC
  17.0      17.5      15.2      15.7     0.500       PTC>PTS>SQC
  17.5      17.6      15.7      15.8     0.100       SQC
  17.6      18.0      15.8      16.1     0.400       PTC>PTS>SQC
  18.0      18.1      16.1      16.2     0.100       SQC
  18.1      18.4      16.2      16.6     0.300       PTC>PTS>SQC
  18.4      18.5      16.6      16.6     0.100       SQC
  18.5      18.7      16.6      16.8     0.200       PTC>PTS>SQC
  18.7      18.8      16.8      16.9     0.100       SQC
  18.8      19.0      16.9      17.1     0.200       PTC>PTS>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       SQC
  19.4      19.5      17.6      17.6     0.100       PTC>PTS>SQC
  19.5      19.7      17.6      17.9     0.200       PTC>PTS>PTC>PTC>PTS>GSS
  19.7      20.1      17.9      18.2     0.400       PTS>PTC>PTC>PTS>GSS
  20.1      20.2      18.2      18.4     0.100       PTC>PTC>PTS>GSS
  20.2      20.3      18.4      18.4     0.100       PTC>PTS>GSS
  20.3      20.8      18.4      18.9     0.500       PTS>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:   14

WARNING. gmdata: soil layer # 2; BDEN=5.75 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 2; BDEN=5.75 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 3; BDEN=6.40 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=7.15 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=7.15 kN/m^3 is inconsistent with SU_BOT=79.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=9.30 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 7; BDEN=7.15 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.15 kN/m^3 is inconsistent with SU_BOT=80.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.15 kN/m^3 is inconsistent with SU_TOP=120.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.15 kN/m^3 is inconsistent with SU_BOT=150.00 kPa.
WARNING. gmdata: soil layer # 11; BDEN=9.20 kN/m^3 is inconsistent with PHI=27.50 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]:       2.18    
out_sp_pen_sub: END --- >


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