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The design of the reinforcement system was based on the analysis of the forces and moments during the leak test. The design of the system was aimed at achieving the following requirements:
A continuous joint will be provided between the wall and the foundation slab;
The system will be designed for the lowest possible value of the maximum moment, taking into account the maximum size of cracks;
The wall will be designed for the highest possible value of the strength using a safety margin of ~12% in the design phase, considering the above-mentioned criteria;
The reinforcement system will be protected from the possible failure of the steel reinforcement by means of the prestressing of the strands in the reinforcement.
In order to check the wall against damage, the loading was calculated for the structural model of the wall (Figure 16). The load of 450 kN was assumed to be supported by the wall against any fracture of a depth exceeding 0.20 mm. The strength of the wall was checked by analysing the strains and displacements along the top of the wall, which were recorded during the experiment, and was also checked for the right angle at the top of the wall. If these values fall outside the tolerances, then the model of the wall will be replaced. If the wall has cracks, then the model will be replaced after an additional experiment with a change in the design data of the wall. This will be possible if an additional test is carried out with the installation of an additional layer of concrete on the opposite side of the wall. The necessary sample can be taken on the excavation face of the wall.
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One of the drawbacks to this approach was that we needed to recompile every time we made even a small change to the code. This slowed everything else we were doing down and because we couldn't always have someone waiting for the application to finish building. 827ec27edc