
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 14:21:39 on 15-MAY-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].

SQUEEZING_COPY.I01 - AS SQUEEZING.I01 (PAL EMAIL, 00.02) BUT I_SQC=1 ADDED (00.03)

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  3.10    
soil_mat_adjust: D   , layer#        [m],[-]:  2.40      1
soil_mat_adjust: D_pt, layer#        [m],[-]:  8.80      2
soil_mat_adjust: removed soil layer      [-]:  2

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  4.00    
soil_mat_adjust: D   , layer#        [m],[-]:  3.12      1
soil_mat_adjust: D_pt, layer#        [m],[-]:  10.7      3
soil_mat_adjust: removed soil layer      [-]:  3

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  3.00    
 (#rows QV_FMODE summary results=   11)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.800      0.00      0.00     0.700       GSS
 0.800      2.20      0.00      1.40      1.40       PTS>SQC
  2.20      2.70      1.40      1.90     0.500       PTS>PTC>PTS>SQC
  2.70      2.80      1.90      2.00     0.100       PTS>SQC
  2.80      3.10      2.00      2.30     0.300       PTS>PTC>PTS>SQC
  3.10      3.20      2.30      2.40     0.100       PTS>SQC
  3.20      4.00      2.40      3.12     0.800       GSS
  4.00      4.10      3.12      3.22     0.100       PTS>PTS>SQC
  4.10      12.6      3.22      11.7      8.50       GSS
  12.6      17.9      11.7      17.0      5.30       PTS>GSS
  17.9      21.0      17.0      20.1      3.10       GSS
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------

 < P_spud                [kN]:   30270.00    
   load spread factor #=    1; load spread factor =  3.00    
   is_PT_occurring      [t/f]:         T
   P_spud_PT             [kN]:   25294.42    
   z_tip_start_PT         [m]:       2.70    
   z_tip_end_PT           [m]:       2.90    
   PT_height              [m]:      0.200    
 > z_tip_penetration      [m]:       2.94    
out_sp_pen_sub: END --- >


soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  3.10    
soil_mat_adjust: D   , layer#        [m],[-]:  2.40      1
soil_mat_adjust: D_pt, layer#        [m],[-]:  8.80      2
soil_mat_adjust: removed soil layer      [-]:  2

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  4.00    
soil_mat_adjust: D   , layer#        [m],[-]:  3.12      1
soil_mat_adjust: D_pt, layer#        [m],[-]:  10.7      3
soil_mat_adjust: removed soil layer      [-]:  3

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    2; load spread factor =  5.00    
 (#rows QV_FMODE summary results=   12)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.800      0.00      0.00     0.700       GSS
 0.800      2.20      0.00      1.40      1.40       PTS>SQC
  2.20      2.70      1.40      1.90     0.500       PTS>PTC>PTS>SQC
  2.70      2.80      1.90      2.00     0.100       PTS>SQC
  2.80      3.10      2.00      2.30     0.300       PTS>PTC>PTS>SQC
  3.10      3.20      2.30      2.40     0.100       PTS>SQC
  3.20      4.00      2.40      3.12     0.800       GSS
  4.00      4.10      3.12      3.22     0.100       PTS>PTS>SQC
  4.10      10.5      3.22      9.62      6.40       GSS
  10.5      11.7      9.62      10.8      1.20       PTS>PTS>GSS
  11.7      17.9      10.8      17.0      6.20       PTS>GSS
  17.9      21.0      17.0      20.1      3.10       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:    7

WARNING. gmdata: soil layer # 2; BDEN=9.80 kN/m^3 is inconsistent with SU_TOP=43.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=8.80 kN/m^3 is inconsistent with PHI=34.00 degrees.
WARNING. gmdata: soil layer # 5; BDEN=8.80 kN/m^3 is inconsistent with PHI=34.00 degrees.
WARNING. spfdat: maximum spudcan height SP_H_MAX=0.88 m is outside typical range [1 - 10].
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=159 degrees is outside typical range [110 - 150].
WARNING. spfdat: base of ground profile ZBOT exceeds 2.5 B;
WARNING. spfdat: ?decrease ZBOT.

 < P_spud                [kN]:   30270.00    
   load spread factor #=    2; load spread factor =  5.00    
   is_PT_occurring      [t/f]:         T
   P_spud_PT             [kN]:   25294.42    
   z_tip_start_PT         [m]:       2.70    
   z_tip_end_PT           [m]:       2.90    
   PT_height              [m]:      0.200    
 > z_tip_penetration      [m]:       2.94    
out_sp_pen_sub: END --- >


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