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Personnel of the Geotechnical and Structures Laboratory, U.S. Army Engineer Research and Development Center, conducted a laboratory investigation to characterize the strength and constitutive property behavior of a white masonry concrete (WMC). Forty-four mechanical property tests consisting of two hydrostatic compression tests, four unconfined compression (UC) tests, 17 triaxial compression (TXC) tests, two uniaxial strain tests, four uniaxial strain load/biaxial unload (UX/BX) tests, fivedoi:10.21236/ada456250 fatcat:abw62iutb5dezivu62nsi7xpzi