
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 12:01:59 on 05-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].

DC01_SOFF_CPT002LB_SAPHIRE              

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   10)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      4.80      0.00      2.95      4.70       GSS
  4.80      5.60      2.95      3.75     0.800       PTS>SQC
  5.60      8.50      3.75      6.65      2.90       PTS>PTC>PTS>PTC>GSC
  8.50      9.30      6.65      7.45     0.800       PTC>PTS>PTC>GSC
  9.30      9.80      7.45      7.95     0.500       PTS>PTC>GSC
  9.80      10.3      7.95      8.45     0.500       PTC>GSC
  10.3      11.1      8.45      9.25     0.800       GSC
  11.1      15.2      9.25      13.4      4.10       SQC
  15.2      15.4      13.4      13.6     0.200       PTC>GSS
  15.4      30.0      13.6      28.1      14.6       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:   13

WARNING. gmdata: soil layer # 1; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 1; buoyant unit weight BDEN=4.00 kN/m^3 is outside typical SAND range [5 - 13].
WARNING. gmdata: soil layer # 4; BDEN=8.40 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 5; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.
WARNING. gmdata: soil layer # 7; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 8; BDEN=9.80 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 9; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 11; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 12; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 13; BDEN=8.00 kN/m^3 is inconsistent with PHI=30.00 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]:         T
   z_tip_start_PT         [m]:       5.26    
   z_tip_end_PT           [m]:       13.1    
   PT_height              [m]:       7.80    
 > z_tip_penetration      [m]:       13.1    
out_sp_pen_sub: END --- >


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