I sys = W sys = I king pile cm 4 : Moment of inertia of king pile I ssp cm 4 : Moment of inertia of intermediary sheet pile W king pile cm 3 :

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1 Comined wall Steel seet piles can easil e comined to form special arrangements, te so-called comined walls, to create sstems wit great resistance to ending: Seet pile walls reinforced wit integrated ox piles. Comined walls: ox piles / seet piles, HZM king piles / seet piles, or tuular king piles / seet piles. Te primar piles or king piles of comined walls also work as earing piles taking important vertical loads, e.g. crane loads. Te intermediar seet piles act as soil-retaining and load-transferring elements. Equivalent elastic Te equivalent elastic Wss per linear metre of comined wall is ased on te assumption tat te deflections of king piles and intermediar steel seet piles are te same, leading to te following formulas: I ss = I king pile + I ssp ss W ss = W king pile ss x I king pile + I ssp I king pile ss I ss : of comined wall W ss : of comined wall AZ seet pile I king pile cm 4 : of king pile I ssp cm 4 : of intermediar seet pile W king pile cm 3 : of king pile CAZ ox pile ss m : Sstem widt CAZ ox piles AZ seet piles Section Sstem widt ss I ss W ss CAZ 13 / AZ CAZ 18 / AZ CAZ 18 / AZ CAZ 26 / AZ CAZ 26 / AZ CAZ 48 / AZ CAZ 48 / AZ CAZ / AZ CAZ / AZ CAZ / AZ CAZ / AZ CAZ / AZ CAZ / AZ CAZ / AZ : L AZ = 100% L ox pile ; 60 : L AZ = 60% L ox pile 32 / Comined wall

2 U ox piles U seet piles Tpe of reinforcement: - Heigtwise: full or partial eigt. - Lengtwise: total lengt 1/1 or partial lengt 1/2, 1/3, 1/4. Please contact our Tecnical Department for oter cominations (e.g. 2/4). 1/1 1/2 1/3 1/4 Section 1 / 1 1 / 2 1 / 3 1 / 4 AU ox piles / AU seet piles AU AU AU AU AU AU AU AU AU PU ox piles / PU seet piles PU PU 12 10/ PU PU PU PU PU-R ox piles / PU-R seet piles PU 8R PU 9R PU 10R PU 11R PU 13R PU 14R PU 15R GU ox piles / GU seet piles GU 6N GU 7N GU 7S GU 8N GU GU GU GU GU Comined wall / 33

3 HZM / AZ Sstem Te revolutionar HZM/AZ wall is an extremel economical comined wall sstem launced in 2008 to replace te former HZ/AZ sstem, and consists of: HZM king piles. A pair of AZ seet piles as intermediar elements. Special connectors (RH, RZD, RZU). Te HZM king piles, wit milled grooves on te flanges and ticknesses up to 40, fulfill two different structural functions: Retaining memers for soil and drostatic pressures. Bearing piles for vertical loads. Te cominations are ased on te same principle: structural supports comprising 1 or 2 HZM king pile s alternating wit or witout intermediar doule AZ seet pile s. Te intermediar seet piles ave a soil-retaining and load-transferring function and are generall sorter tan te HZM king piles. Depending on te cominations and steel grades adopted, te acievale ending moment capacit lies aove knm/m (Wx of ). 1 r s t AZ ss RZD RZU HZM Section (Sol. 10 Dimensions Sectional of inertia Coating Connectors 1 t max t s r cm 2 kg/m - cm 4 - cm 3 m 2 /m HZ 880M A A HZ 880M B A HZ 880M C A HZ 1080M A A HZ 1080M B A HZ 1080M C A HZ 1080M D A HZ 1180M A A HZ 1180M B A HZ 1180M C B HZ 1180M D B Connectors RH RZD A RZU RH RZD B RZU Taipei Port, Taiwan 34 / Comined wall

4 Te outstanding feature of te HZM/AZ comined wall sstem is te extensive range of possile cominations using te entire AZ seet pile offer, including te latest wide AZ-700 range, as well as all rolled-up and rolleddown AZ s. Te tale elow contains ut a small sample of te availale sstems. Please refer to our rocure Te HZM Steel Wall Sstem 2008 for detailed information on te entire HZM/AZ range. Denomination of te HZM/AZ sstem: HZ 880M A - King pile 2 connectors 1 RZD + 1RZU 1 2 / AZ king pile HZ 880M A Intermediar AZ doule pile RH RZU RZD s Section Sectional cm 2 /m of inertia 3) Coating Water side m 2 /m Comination HZM / AZ HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D ss = m HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D Comination HZM / AZ HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D ss = m HZ 1180M A HZ 1180M B HZ 1180M C Referring outside of HZM-flange HZ 1180M D Referring outside of RH / RZ 3) L RH = L HZM ; L RZU = L RZD ; 100 : L AZ = 100 % L HZM ; 60 : L AZ = 60 % L HZM Comined wall / 35

5 Comined wall wit tuular piles In cooperation wit ArcelorMittal Projects, ArcelorMittal Coercial RPS supplies spirall welded tuular piles from its mill in Dintelmond delivered wit EN certification. Equipped wit a deep-water qua, te Dutc mill can export tuular foundation piles wit diameters up to 3000, wall ticknesses up to 25, and lengts up to 49 m witout utt-welding. Tuular piles are availale in numerous European and US steel grades due to ArcelorMittal s worldwide network of coil producers. Te piles can e coated on request and provided wit welded pile interlocks or C6 or C9 connectors. Tuular piles are te main retaining elements of te comined wall, carring oriontal loads from soil and water pressures and vertical foundation loads. Te intermediar seet piles (preferal Z-saped) transfer oriontal loads to te tuular piles. Te tale elow gives an overview of some of te possile comined wall sstems. Te tale is valid for C9 connectors. Please refer to our rocure Spirall welded steel pipes for furter details. Tuular pile Intermediar seet piles: doule AZ 18 Intermediar seet piles: triple PU 18 Diameter D Tickness t ss m I ss W ss ss m I ss W ss : L conn. = L AZ/PU = 60% L Tue 100 : L conn. = L AZ/PU = 100% L Tue Connectors t AZ seet pile Tuular pile D 36 / Comined wall ss

6 Te Wss and te moment Iss of te comined wall are given as follows: Lock, Evergem, Belgium I ss = I king pile + I ssp ss W ss = 10 I ss D/2 wit I king pile = π D 4 - (D-2t) 4 I ss []: of comined wall Wss []: Section of comined wall I king pile [cm 4 ]: of tuular king pile I ssp [cm 4 ]: of intermediar seet pile ss [m]: Sstem widt D []: Outside diameter of tuular pile t []: Tickness of tuular pile AZ seet piles in comined walls ave te following advantages: Better load-displacement eaviour and reduced settlement compared to doule or triple U-piles. Soil and water pressures are optimall transferred to te tuular pile as normal tensile stresses. Due to te memrane effect, AZ intermediar seet piles are particularl suitale for transmitting ver ig loads. AZ intermediar seet piles are less affected driving inaccuracies due to teir geometr. Larssen-tpe interlocks contriute to te ig performance of AZ intermediar seet piles. Cruise terminal, Kiel, German Warf renovation, Miami, USA Tuular piles and intermediar AZ seet piles are attaced togeter wit connectors welded onto te tuular piles. Te C9 connectors ave a fixed interlock opening and terefore guide te AZ pile into its optimal position during driving. Tuular king piles wit connectors are driven first, AZ seet piles are ten installed in te gaps etween te king piles. Please refer to our rocure AZ seet piles in comined walls for furter details. Tuular king pile Weld Connector Comined wall / 37

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