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CAZ

CAZ box piles are mostly used to
  • build up combined walls (one system = one CAZ and one pair of AZ) which have a higher bending moment capacity and moment of inertia,
  • reinforce standard AZ sheet pile walls at specific locations, for instance to transfer large vertical loads to the soil.
CAZ box piles are formed by welding together two pairs of AZ sheet piles. Two interlocks of one of the pairs are cut off, and the flange is welded over its whole length to the other sheet pile.

CAZ box piles | ArcelorMittal

CAZ box piles
Last modified: November 29, 2018
Metric units Imperial units

CAZ-800 box piles

Section
CAZ 18‑800
CAZ 20‑800
CAZ 22‑800
CAZ 23‑800
CAZ 25‑800
CAZ 27‑800
Section
b h P A Atot G Iy-y Iz-z Wel,y-y Wel,z-z rg AL
mm mm cm cm2 cm2 kg/m cm4 cm4 cm3 cm3 cm m2/m
CAZ 18‑8001 6008984383637 340285339 470650 3407 5357 91530.64.16
CAZ 20‑8001 6009004384007 372314372 430713 4108 2508 69030.54.16
CAZ 22‑8001 6009024394367 404342405 710776 6908 9659 46530.54.16
CAZ 23‑8001 6009484454237 764332447 370756 4509 4059 17032.54.24
CAZ 25‑8001 6009504464607 796361484 690820 80010 1709 99032.54.24
CAZ 27‑8001 6009524464977 829390522 220885 31010 93010 75032.44.24

CAZ-750 box piles
+

Section
CAZ 28‑750
CAZ 30‑750
CAZ 32‑750
Section
b h P A Atot G Iy-y Iz-z Wel,y-y Wel,z-z rg AL
mm mm cm cm2 cm2 kg/m cm4 cm4 cm3 cm3 cm m2/m
CAZ 28‑7501 5001 0184454537 829356547 100702 95010 7159 08034.84.23
CAZ 30‑7501 5001 0204464907 861385590 180758 88011 5359 84034.74.23
CAZ 32‑7501 5001 0224465277 892414633 500815 06012 36010 53534.74.23

CAZ-700 and CAZ-770 box piles
+

Section
CAZ 12‑770
CAZ 13‑770
CAZ 14‑770
CAZ 14‑770 ‑10/10
CAZ 12‑700
CAZ 13‑700
CAZ 13‑700‑10/10
CAZ 14‑700
CAZ 17‑700
CAZ 18‑700
CAZ 20‑700
CAZ 24‑700
CAZ 26‑700
CAZ 28‑700
CAZ 36‑700N
CAZ 38‑700N
CAZ 40‑700N
CAZ 42‑700N
CAZ 44‑700N
CAZ 46‑700N
CAZ 48‑700
CAZ 50‑700
CAZ 52‑700
Section
b h P A Atot G Iy-y Iz-z Wel,y-y Wel,z-z rg AL
mm mm cm cm2 cm2 kg/m cm4 cm4 cm3 cm3 cm m2/m
CAZ 12‑7701 5406873893285 431257175 060557 9905 0756 98523.13.67
CAZ 13‑7701 5406883893445 446270183 440584 6405 3107 32023.13.67
CAZ 14‑7701 5406893903605 461283191 840611 3005 5457 65523.13.67
CAZ 14‑770 ‑10/101 5406903903765 476295200 280637 9605 7807 99523.13.67
CAZ 12‑7001 4006283603034 524238137 770421 6004 3655 78521.33.39
CAZ 13‑7001 4006303613324 552261150 890461 2104 7656 33521.33.39
CAZ 13‑700‑10/101 4006313613474 565272157 530481 0904 9656 61021.33.39
CAZ 14‑7001 4006323613624 579284164 130500 8205 1656 88521.33.39
CAZ 17‑7001 4008393913306 015259265 280457 9506 3006 28528.33.69
CAZ 18‑7001 4008403913476 029272277 840479 7906 5906 59028.33.69
CAZ 20‑7001 4008423923796 058297303 090523 4607 1707 19528.33.69
CAZ 24‑7001 4009184074366 616342412 960596 9008 9658 26030.83.85
CAZ 26‑7001 4009204074696 645368444 300641 8509 6258 90030.83.85
CAZ 28‑7001 4009224085036 674395475 810686 88010 2859 51030.83.85
CAZ 36‑700N1 4009984345347 215419627 000710 77012 5259 89534.34.12
CAZ 38‑700N1 4001 0004355707 245447667 900757 53013 31510 55034.24.12
CAZ 40‑700N1 4001 0024366067 275476709 010804 30014 10511 20534.24.12
CAZ 42‑700N1 4009984336467 267507744 440855 86014 87011 91534.04.11
CAZ 44‑700N1 4001 0004346827 298535785 620902 80015 66012 57033.94.11
CAZ 46‑700N1 4001 0024347187 328564827 030949 76016 45513 22533.94.11
CAZ 48‑7001 4001 0064357107 346558845 530931 33016 74512 96534.54.13
CAZ 50‑7001 4001 0084357467 376586887 420977 55017 54013 62034.54.13
CAZ 52‑7001 4001 0104367827 406614929 5501 023 80018 33514 25534.54.13

CAZ box piles
+

Section
CAZ 18
CAZ 26
CAZ 46
CAZ 48
CAZ 50
Section
b h P A Atot G Iy-y Iz-z Wel,y-y Wel,z-z rg AL
mm mm cm cm2 cm2 kg/m cm4 cm4 cm3 cm3 cm m2/m
CAZ 181 2607603613334 925261222 930365 5005 8405 56025.93.41
CAZ 261 2608543774405 566346366 820480 4108 5557 38528.93.57
CAZ 461 1609624015955 831467645 940527 59013 3808 82532.93.81
CAZ 481 1609644026285 858493681 190556 07014 0809 30032.93.81
CAZ 501 1609664026615 884519716 620584 56014 7809 78032.93.81


b Width
h Height
P Perimeter
A Sectional Area
Atot Total section
G Mass (the mass of the welds is not taken into account)
Iy-y Moment of inertia axis y-y
Iz-z Moment of inertia axis z-z
Wel,y-y Elastic section modulus axis y-y
Wel,z-z Elastic section modulus axis z-z
rg Minimum radius of gyration
AL Coating area, outside surface, excluding inside of interlocks