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Which constraint limited structural heights using dry stone masonry?

A)Tensile strength of mortar
B)Compressive strength of rock
C)Shear strength between layers
D)Coefficient of thermal expansion

💡 Explanation

Reduced shear strength between dry stone layers results in instability because without mortar keying the faces together, the stones might slide; therefore, structures had to remain smaller, rather than relying on great height and weight.

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