Manalapan | Florida | USA
Storm protection scheme
Port of Ibiza | Spain
Quay wall built with AZ sections.
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Manalapan | Florida | USA

Storm protection scheme

Port of Ibiza | Spain

Quay wall built with AZ sections.


AZ® sections

Z-type sheet piles are the preferred choice for permanent applications. Among the essential characteristics of Z-shaped sheet piles are the continuous form of the web and the specific location of the interlock symmetrically on both sides of the neutral axis. These two attributes have a positive influence on the section modulus. The AZ® series combine a section with extraordinary characteristics with the quality-proven Larssen interlock. Z-shaped sheet piles present the following advantages
  • extremely competitive section modulus/mass relation,
  • lighter than U-piles when comparing sections with equivalent properties,
  • increased inertia and thus reduced deflection allowing the choice of high yield strength steels for the most economical solution,
  • large width resulting in high installation performance and enhanced watertightness.

ArcelorMittal rolled the first AZ sheet piles beginning of the 1990's. It was at that time an awesome achievement to roll 600mm wide Z-type sheet piles with a Larssen type interlock. The AZ range was completed with the manufacturing in 1998 of the AZ48, the heaviest Z-section in the world (outperformed only in 2016 by a new AZ section).

A few years later, in 2004, we launched the AZ-700 wider and lighter sheet piles. Note that these piles are 700 mm wide. The first section was the AZ38-700, a monumental success. We were indeed the first manufacturer in the world able to roll such wide sections on a regular basis.

Since then, we observed a steady increase in demand for wider and lighter sheet piles. After extensive finite element simulations, optimisations and driving tests under real conditions, we were proud to introduce in 2015 the latest AZ new generation of even more cost-efficient, up to 800mm extra-wide sheet piles!

All our AZ steel sheet piles have the proven Larssen interlock.

AZ sheet piles are usually supplied and driven as double piles (some exceptions apply). Although statically not required, the common interlock can be crimped (standard pattern), thus improving the straightness of the wall and reducing noise when driving with a vibratory hammer.

Not yet convinced about the advantages of the new AZ generation: check the brochures below.

Note: AZ® is a registered trademark of ArcelorMittal
Last modified: March 18, 2020
Metric units Imperial units

AZ®

Section Dimensions A Gsp Gw Iy Wel,y Sy Wpl,y
b h tf tw
mm mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m cm3/m cm3/m
AZ 182) 630 380 9.5 9.5 150 74.4 118.0 34 200 1 800 1 050 2 104
AZ 18‑10/10 630 381 10.0 10.0 157 77.8 123.0 35 540 1 870 1 095 2 189
AZ 262) 630 427 13.0 12.2 198 97.8 155.0 55 510 2 600 1 530 3 059

AZ®-700 and AZ®-770
+

Section Dimensions A Gsp Gw Iy Wel,y Sy Wpl,y
b h tf tw
mm mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m cm3/m cm3/m
AZ 12‑770 770 344 8.5 8.5 120 72.6 94.0 21 430 1 245 740 1 480
AZ 13‑770 770 344 9.0 9.0 126 76.1 99.0 22 360 1 300 775 1 546
AZ 14‑770 770 345 9.5 9.5 132 79.5 103.0 23 300 1 355 805 1 611
AZ 14‑770‑10/10 770 345 10.0 10.0 137 82.9 108.0 24 240 1 405 840 1 677
AZ 12‑700 700 314 8.5 8.5 123 67.7 97.0 18 880 1 205 710 1 415
AZ 13‑700 700 315 9.5 9.5 135 74.0 106.0 20 540 1 305 770 1 540
AZ 13‑700‑10/10 700 316 10.0 10.0 140 77.2 110.0 21 370 1 355 800 1 600
AZ 14‑700 700 316 10.5 10.5 146 80.3 115.0 22 190 1 405 835 1 665
AZ 17‑700 700 420 8.5 8.5 133 73.1 104.0 36 230 1 730 1 015 2 027
AZ 18‑700 700 420 9.0 9.0 139 76.5 109.0 37 800 1 800 1 060 2 116
AZ 19‑700 700 421 9.5 9.5 146 80.0 114.0 39 380 1 870 1 105 2 206
AZ 20‑700 700 421 10.0 10.0 152 83.5 119.0 40 960 1 945 1 150 2 296
AZ 24‑700 700 459 11.2 11.2 174 95.7 137.0 55 820 2 430 1 435 2 867
AZ 26‑700 700 460 12.2 12.2 187 102.9 147.0 59 720 2 600 1 535 3 070
AZ 28‑700 700 461 13.2 13.2 200 110.0 157.0 63 620 2 760 1 635 3 273
AZ 36‑700N 700 499 15.0 11.2 216 118.6 169.0 89 610 3 590 2 055 4 110
AZ 38‑700N 700 500 16.0 12.2 230 126.4 181.0 94 840 3 795 2 180 4 360
AZ 40‑700N 700 501 17.0 13.2 244 134.2 192.0 100 080 3 995 2 305 4 605
AZ 42‑700N 700 499 18.0 14.0 259 142.1 203.0 104 930 4 205 2 425 4 855
AZ 44‑700N 700 500 19.0 15.0 273 149.9 214.0 110 150 4 405 2 550 5 105
AZ 46‑700N 700 501 20.0 16.0 287 157.7 225.0 115 370 4 605 2 675 5 350
AZ 48‑700 700 503 22.0 15.0 288 158.5 226.0 119 650 4 755 2 745 5 490
AZ 50‑700 700 504 23.0 16.0 303 166.3 238.0 124 890 4 955 2 870 5 735
AZ 52‑700 700 505 24.0 17.0 317 174.1 249.0 130 140 5 155 2 990 5 985

AZ®-750
+

Section Dimensions A Gsp Gw Iy Wel,y Sy Wpl,y
b h tf tw
mm mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m cm3/m cm3/m
AZ 28‑750 750 509 12.0 10.0 171 100.8 134.0 71 540 2 810 1 620 3 245
AZ 30‑750 750 510 13.0 11.0 185 108.8 145.0 76 670 3 005 1 740 3 485
AZ 32‑750 750 511 14.0 12.0 198 116.7 156.0 81 800 3 200 1 860 3 720

AZ®-800
+

Section Dimensions A Gsp Gw Iy Wel,y Sy Wpl,y
b h tf tw
mm mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m cm3/m cm3/m
AZ 18‑800 800 449 8.5 8.5 129 80.7 101.0 41 320 1 840 1 065 2 135
AZ 20‑800 800 450 9.5 9.5 141 88.6 111.0 45 050 2 000 1 165 2 330
AZ 22‑800 800 451 10.5 10.5 153 96.4 120.0 48 790 2 165 1 260 2 525
AZ 23‑800 800 474 11.5 9.0 151 94.6 118.0 55 260 2 330 1 340 2 680
AZ 25‑800 800 475 12.5 10.0 163 102.6 128.0 59 410 2 500 1 445 2 890
AZ 27‑800 800 476 13.5 11.0 176 110.5 138.0 63 570 2 670 1 550 3 100


b Width of a single pile
h Height of the pile
tf Thickness of flange
tw Thickness of web
A Cross sectional steel area
Gsp Mass per single pile
Gw Mass per m of wall
Iy Moment of inertia about the main neutral axis y-y
Wel,y Elastic section modulus
Sy Static moment
Wpl,y Plastic section modulus
2) This AZ section can be rolled-up or down by 0.5 mm and 1.0 mm on request
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