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Quay walls port of Amalia

  • Location: ROTTERDAM [NL]
  • Discipline: PORT, RIVER & HYDRAULIC ENGINEERING
  • Period: 2018 - 2024
  • Commissioning of the quay
    April - September 2024
  • Last vibro-pile installed
    February 2024
  • Arrival of the dredging ship
    December 2023
  • Monitoring dashboard goes live
    November 2023
  • First section of the rear crane track poured
    September 2023
  • Bending-tension test on the anchor rod
    February 2023
  • First tubular pile installed
    October 2021
  • Project awarded to HBV
    February 2021
  • Specifications brought to market
    July 2020
  • Foundation piles load tested up to 2,500 metric tons to optimize the design
    December 2019
  • Start of the study
    January 2018
Port Rotterdam Amaliahaven -Aerial perspective of vibro pile and deep-sea quay wall
Copyright: Topview Luchtfotografie

Port of Rotterdam worked on the expansion of the quay walls for these container terminals for its customers Rotterdam World Gateway and APM Terminals at Maasvlakte 2. This expansion included the construction of a nearly 1.9-mile-long deep-sea quay wall, along with an associated rear crane track.

After challenging projects such as the Offshore Terminal Rotterdam and the HES Hartel Tank Terminal, MariTeam had the opportunity to work on this ambitious project as well. MariTeam, a collaboration between MUC, Iv-Infra, and SBE, provided the Preliminary Design, Final Design, RAW specifications, and site management and supervision.

Amaliahaven Rotterdam double rainbow during pile load test
Pile load test

Pile load test

During the design phase, MariTeam organized a large pile load test. Various types of foundation piles were loaded to failure, while strain measurements were conducted at the same time with fiber optic cables. The goal was to optimize the design of the deep-sea quay and the rear crane track. MariTeam designed the test setup, which could generate a load of 2,500 metric tons, and monitored both the execution of the tests and the interpretation of the results.

Design

In the summer of 2020, the plans for the new deep-sea quay were presented. A few months later, the project was awarded to the consortium HBV, consisting of Hochtief, Ballast Nedam, and Van Oord.

Amaliahaven Rotterdam double rainbow during pile load test
The design of the deep-sea quay wall and rear crane track
Installation first tubular pile – Copyright: Topview

Installation of tubular piles

The first significant step was taken in the fall of 2021: the installation of the tubular piles, which are part of the combi-wall. These piles were accurately placed using a pile frame to ensure the sheet piles fit between them and form a soil retaining structure.
The top of the deep-sea quay is at NAP+16.4 feet, while the harbor bottom extends to NAP-78.7 feet, resulting in an impressive retaining height of nearly 100 feet.

Port Rotterdam Amaliahaven - Arrival of the first dredging ship
Reinforcement steel in the picture

10,000 metric tons of reinforcement steel

The superstructure of the quay was built with a relief floor structure, divided into 80 segments. Each segment is approximately 75 feet long, 60.7 feet wide, and 23 feet high. This structure is founded on the combi-wall and vibro-piles, reducing pressure on the combi-wall.

At the beginning of 2023, a significant milestone was reached: no less than 10,000 metric tons of reinforcement steel was processed!

Unique bending-tension test

Around the same time, a unique bending-tension test was conducted on the anchor rods for the ground anchors. MariTeam and HBV collaborated on a test setup to demonstrate plastic hinge formation in the anchor rods, necessitated by the bending of the helical injection anchors due to ground subsidence. These rods were simultaneously tested for tensile and bending forces, and the plastic hinge formation was successfully demonstrated.

Amaliahaven Rotterdam double rainbow during pile load test
First section of the rear crane track poured

Pouring the rear crane track

In the fall of 2023, the first section of the rear crane track was poured, which is a continuous concrete beam with shrinkage strips of 10 feet between the 65-foot segments. The rear crane track is also founded on vibro-piles.

Port Rotterdam Amaliahaven Fiber optic cables attached to the combi wall
Fiber optic cables attached to the combi wall – Monitoring dashboard goes live

A smart quay wall thanks to monitoring

In November of the same year, the Port of Rotterdam’s dashboard went live. This smart system monitors all structural elements of the deep-sea quay. Five tubular piles, ten vibro-piles, and 22 SI anchors are equipped with fiber optic cables to measure strain and temperature.

MariTeam helped the Port of Rotterdam convert this data into forces and advised on the dashboard’s development. This system visualizes the deformation and forces of the quay, aiding in understanding the actual resistance during its operational lifespan.

New quay wall

At the end of 2023, dredging operations began, bringing the quay to life. In early 2024, the last of the 2,322 vibro-piles was installed.

Finally, in the second and third quarters of 2024, the quay was handed over to the Port of Rotterdam and put into operation by RWG and APMT. This marked a new chapter in Rotterdam’s maritime history.

  • Port Rotterdam Amaliahaven -Aerial perspective of vibro pile and deep-sea quay wall
    Copyright: Topview Luchtfotografie
  • Port Rotterdam Amaliahaven - Arrival dredging ship
    Arrival of the first dredging ship
  • Port Rotterdam Amaliahaven - Arrival of the first dredging ship
    Arrival of the first dredging ship

Masterplan

  • Haven Rotterdam Offshore terminal MariTeam SBE MUC IV-Infra engineering #teamsbe #expertsatplay

    Port of Rotterdam

    The port of Rotterdam is the largest seaport in Europe. Together with MariTeam, a joint venture of SBE, MUC and Iv-Infra, the Port of Rotterdam Authority has found a partner for the design of its water-bound infrastructure, such as (deep sea) quay walls and jetties. SBE’s experience and technical expertise in the field of hydraulic engineering came in very handy for such complex realisations that were under intense time pressure.
    View this project

Other subprojects

  • Haven Rotterdam Offshore Terminal MariTeam SBE MUC IV-Infra engineering #teamsbe #expertsatplay

    Offshore Terminal Rotterdam

    Maasvlakte 2 is an example of innovative and sustainable port development in Rotterdam. In order to respond to the rapidly growing offshore wind industry, a new terminal was built here with a total surface area of 42 hectares. This made it possible to expand the production and storage capacity of giant foundation piles of wind turbines (monopiles) for new wind farms at sea.
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  • Haven Rotterdam HES Hartel tank terminal MariTeam SBE MUC IV-Infra engineering #teamsbe #expertsatplay

    HES Hartel Tank Terminal

    The HES Hartel Tank Terminal (HHTT) is a tank terminal being developed for the storage and trans-shipment of oil products and biofuels on the Hartel strip, on the south side of the Mississippi port on the Maasvlakte. The total site covers an area of 28 hectares.
    View this project

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