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This document presents research on developing ultra-high performance concrete (UHPC) utilizing conventional materials and production methods. The study achieved UHPC with compressive strengths up to 160 MPa without using complex materials, mixing, or curing. A strong correlation was found between compressive strength and both the fineness modulus of aggregates used as well as the ratio of superplasticizer to cement. The axial and lateral stress-strain behavior of the mixes showed they possess substantial re

Author

Ahmad Akib Uz Zaman

Language

EN