Mechanical Behavior of Gypsum Rock Under Environmental Stress
摘要
This study evaluates the structural integrity of gypsum rock, taken from the foundation of the Mosul Dam, under dry and wet conditions by examining the uniaxial compressive strength (UCS) after soaking in tap water (WSW) and water saturated with gypsum (WSG). Furthermore, it investigates the uniaxial behavior of gypsum rock subjected to freeze-thaw (FT) cycles during the thawing phase under both dry and wet conditions. The results reveal that the presence of secondary crystals alongside the main crystal reduces both UCS and elastic modulus (EM). Moreover, UCS and EM values were higher when exposed to WSG compared to WSW, and they decreased over time during soaking in both water types. After 21 days, the UCS and EM decreased by 37.8% and 55.3% in the WSG state, and by 39.9% and 56.2% in the WSW state, respectively compared to the baseline values at 0 days. Additionally, the UCS exhibited a higher value in the dry state during the FT cycle compared to the wet state, while the EM was lower in the dry state compared to the wet state. Notably, both UCS and EM decreased as the number of FT cycles increased in both states. After 21 FT cycles, the UCS and EM decreased by 32% and 27.6% in the wet state and by 12.8% and 29.9% in the dry state, respectively, compared to the baseline values at 0 cycles.