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Innovated sheet piles for dike reinforcements

02-05-2018




Exploring economical and innovative solution for safety

For decades, dike reinforcements have been conducted to keep the country dry and prevent floods from happening. Due to continuously increasing safety demands and loads, a big part of the Dutch dikes are not up to the required standard.

Out of the 3500 km of primary dikes in The Netherlands, 1100 km does not meet the required safety level. Various failure mechanisms can be the cause for this, of which macro-instability is one of the most common. Macro-instability can occur when a high-water level pushes against the embankment. This causes saturation of the soil and loss of stability, resulting in big parts of the dike body to slide away.

Dike reinforcements for the prevention of macro-instability are executed with soil if there is sufficient space around the levee. When there is a lack of space due to cultivation around the dike, reinforcements are conducted with structures. Dikes with steel sheet pile walls are very strong and do not have to be widened, thus reducing the objections from residents and time-consuming juridical procedures.

Given the big Dutch safety challenge, the urge for cost savings has risen the last couple of years. The government is making tremendous effort in search for innovations to accomplish these necessary cost savings.

 

Studying and understanding

In the current design rules, sheet pile walls inside the levee are considered as a separate structure, where the interaction with the dike body is not fully integrated. According to these rules, heavier sheet pile sections like the AZ36-700N are used for dike reinforcement projects.

To investigate how the design standards can be optimized, the government decided to finance dike tests at the Eemdijk (The Netherlands). This testing program is part of the Project Transcending Exploration Macro stability1 (POV-M), which is under the Flood Protection Program (HWBP)2. Likewise, the tests were gaining international level of attention; from US Army Corps of Engineers to delegates from South Korea and China.

The tests focus on gaining a better understanding of the interaction between soil and steel sheet piles. A team consisting of ArcelorMittal Projects, ArcelorMittal Sheet Piling and the R&D department also contributed to the design process. Amongst others, the choice of sheet pile profile in combination with the steel quality was crucial for a successful test. All dimensions of the sheet piles were extensively tested to ensure an accurate mapping of the profile characteristics. Additional tensile tests were performed to determine the exact mechanical features.

Blue dike during the test 

 

Tests setup and process

At the Eemdijk test site, an oval shaped dike of 5m high, 60m long and 40m wide was constructed in six months’ time. The dike was fitted with measuring equipment and was only used for this experiment which helps to increase the knowledge of soil-structure interaction. After the tests, the dike will be completely removed. A total of 3 tests have been performed at the site.

Full Scale Test Green Dike: this part of the dike was constructed with a sand core and an outer cover layer of clay. The groundwater level inside the core of the levee was slowly raised to +2.80 meters, at which moment a sliding plane occurred and the dike collapsed. This test acted as a baseline measurement which was used as reference for the final test.

Pull Over Tests: four different sheet pile configurations were installed 14 meters into the ground, after which they were pulled over with a hydraulic cylinder. The objective was to see at which force level (with a maximum of 100 tons for AZ26-700) and which deformation the sheet pile wall collapses. Additionally the four configurations gave insight in the differences in behaviour of a continuous wall and loose panels and between elastic and plastic behaviour of the steel sheet piles.

Full Scale Test Blue Dike: this part of the dike was built similarly to the green dike, apart from the reinforcement over 60 meters with GU8N sheet piles. These piles were placed as triplets and staggered with lengths of 18 and 9 meters. This test was a  combination of the above-mentioned tests and was the main test of the research.

A 2-meter-deep ditch was dug at the bottom of the blue dike. The groundwater level in the dike body was slowly raised and the filling of water basin behind the levee was carried out over time. This led to a water level at the crest of the dike, located at +5m height. In addition, 7 containers filled with water were placed on top of the dike, creating an extra load of 40 tons per container. Despite the combination of huge loads, the steel sheet pile reinforced dike refused to give way.

By infiltrating the landward slope of the levee and lowering the water level in the ditch, the dike finally collapsed. Two million liters of water flowed out of the basin into the hinterland; highlighting the success of the tests.

 

Outcomes and potentials

The dike, reinforced with steel sheet piles finally collapsed after putting an extreme load on it; not collapsing the dike would have resulted in a less successful test.

All results of the different tests were estimated by realistic predictions which are more favourable than the current calculation rules. This concludes that steel sheet pile walls are an extremely strong and practical solution for dike reinforcements.

Existing dike reinforcement projects cost on average 15 million euro per kilometer dike. It is estimated that with the updated design rules, 20-30 % steel can be saved in new projects. With the envisioned cost savings, it is anticipated that the market share of the “innovated” steel sheet piles will increase in future dike reinforcements. 

The regulated failure of the blue dike

 

Footnote:

1 The sheet pile tests are executed in cooperation with Waterboard Vallei and Veluwe, Deltares, Witteveen+Bos, Fugro and ArcelorMittal.

2 A cooperation between Rijkswaterstaat (ministry of infrastructure and environment) and the water boards.

 

Photo credit: POV Macrostabiliteit