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← HistoryWhich outcome resulted from exceeding the compressive strength limit in Roman concrete arch construction?
A)Spalling initiated at the arch keystone✓
B)Tensile cracking along the arch intrados
C)Lateral displacement due to base sliding
D)Shear failure at the abutment supports
💡 Explanation
When compressive strength is exceeded, spalling occurs because the material fractures under pressure, concentrating at the keystone (highest stress). Therefore spalling at the keystone results, rather than tensile cracking, base sliding or abutment failure which require different stress distributions or support weaknesses.
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