Tension cracks in the dam may sometimes lead to the failure of the str...
When tension prevails, cracks develop near the heel and uplift pressure increases, reducing the net salinizing force. This crack by itself does not fail the structure but it leads to failure of the structure by producing excessive compressive stresses.
Tension cracks in the dam may sometimes lead to the failure of the str...
Introduction:
Tension cracks in a dam can be detrimental to its overall stability. These cracks occur when the tensile stress on the dam exceeds its tensile strength, leading to the formation of cracks. If not addressed properly, these cracks can result in the failure of the dam structure.
Crushing of concrete starting from the toe:
One of the potential failure mechanisms associated with tension cracks in a dam is the crushing of concrete starting from the toe. The toe of the dam refers to the downstream portion or the base of the dam structure. When tension cracks develop in this area, the tensile stress on the concrete increases.
As the cracks propagate and widen, the tensile forces are transmitted to the adjacent concrete. If the tensile strength of the concrete is exceeded, it will start to crush or fail in compression. This can lead to a progressive failure mechanism where the concrete near the toe continues to crush, resulting in the loss of structural integrity.
Factors contributing to crushing:
Several factors can contribute to the crushing of concrete starting from the toe:
1. Tensile stress concentration: Tension cracks create stress concentrations, which further intensify the tensile stress on the adjacent concrete. This concentration of stress increases the likelihood of concrete crushing.
2. Shear transfer: In a dam structure, shear forces are transferred from the upstream to the downstream side. When tension cracks develop near the toe, the shear transfer mechanism can be compromised. This can lead to a loss of shear resistance, contributing to the crushing of concrete.
3. Hydraulic pressure: Dams are designed to withstand water pressure. However, tension cracks can compromise the watertightness of the structure. As water infiltrates through the cracks and exerts hydrostatic pressure on the concrete, it can further exacerbate the crushing mechanism.
Conclusion:
In conclusion, tension cracks in a dam can lead to the failure of the structure through the crushing of concrete starting from the toe. The propagation and widening of these cracks can result in a progressive failure mechanism where the concrete near the toe continues to crush, compromising the overall stability of the dam. It is crucial to monitor and address tension cracks promptly to prevent catastrophic failure.
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