
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 11:03:18 on 31-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].

"MATHCAD PENETRATION - LB.XMCD" DATED 03APR2012

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]:  4.40    
soil_mat_adjust: D   , layer#        [m],[-]:  3.52      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      2.50      1.40      1.70     0.300       PTS>PTC>PTS>SQC
  2.50      2.60      1.70      1.80     0.100       PTS>SQC
  2.60      3.10      1.80      2.30     0.500       PTS>PTC>PTS>SQC
  3.10      3.20      2.30      2.40     0.100       PTS>SQC
  3.20      4.40      2.40      3.52      1.20       GSS
  4.40      4.50      3.52      3.62     0.100       PTS>PTS>SQC
  4.50      14.2      3.62      13.3      9.70       GSS
  14.2      17.9      13.3      17.0      3.70       PTS>GSS
  17.9      30.0      17.0      29.1      12.1       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:    6

WARNING. gmdata: soil layer # 4; BDEN=7.50 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=9.50 kN/m^3 is inconsistent with PHI=28.00 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 #=    1; load spread factor =  3.00    
   is_PT_occurring      [t/f]:         T
   P_spud_PT             [kN]:   26210.93    
   z_tip_start_PT         [m]:       2.50    
   z_tip_end_PT           [m]:       2.70    
   PT_height              [m]:      0.200    
 > z_tip_penetration      [m]:       2.84    
out_sp_pen_sub: END --- >


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