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It is also important that the bottom of the foundation be below the maximum winter frost level.
Most important, Mr. Arad's original design did not provide access to structural remnants of the twin towers, like the perimeter column footings that can still be found at the bottom of the foundation.
The test results show that reinforcements stemming diagonally downward from the bottom of the foundation are the most effective against uplift loading because they increase the structure's bearing capacity.
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Cracks on the bottom surface of the foundation can be seen in Fig. 4.
Stress concentration can be clearly seen at the bottom of the spread foundation, caused by the load above the foundation.
When making these stitches, you should work the hook under the single loops that still remain free along the bottom edge of the foundation chain.
Uneven settlement at the bottom of the spread foundation reaches a maximum after the excavation ends.
The model showed stress concentration at the bottom of the spread foundation.
The stress concentration is clearly seen at the bottom of the spread foundation because of the load on the top.
Uneven settlement at the bottom of the spread foundation occurred during the excavation and peaked after the driving finished.
The test results show that uneven settlement at the bottom of the spread foundation will occur during the construction of the shield tunnel, as shown in Table 4.
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CEO of Professional Science Editing for Scientists @ prosciediting.com