Water saturation effects on dynamic behavior and microstructure damage of sandstone: Phenomena and mechanisms

• Published in: Engineering geology 2020-10, Vol.276, p.105760, Article 105760
• Main Authors: Cai, Xin, Zhou, Zilong, Zang, Haizhi, Song, Zhengyang
• Format: Article
• Language: English
• Subjects: Dynamic behavior; Fracture mechanisms; Split Hopkinson pressure bar; Water saturation; Water-rock interaction
• ISSN: 0013-7952; 1872-6917
• DOI: 10.1016/j.enggeo.2020.105760

Underground rock structures are frequently subjected to water erosion and dynamic disturbance simultaneously. Herein, in order to study the coupled effects of water and high strain rate on the mechanical behavior and microstructures of sandstone, we conducted a series of dynamic unconfined compressive tests on oven-dried and water-saturated sandstone core samples using a split Hopkinson pressure bar. Test results revealed that, three macroscopic final patterns, namely unbroken, axial split and pulverization, were observed. At given strain rates, the presence of water weakens the dynamic peak stress and the dissipated energy density (the ratio of energy dissipation to residual axial strain) of rock sample but enhances the elastic modulus regardless of the failure pattern. Additionally, the saturated sample owns a higher rate dependence of dynamic strength compared to the dry one under the explored range of strain rate (43.9–156.7 s−1), which indicates that water-weakening on rock strength gradually attenuates with the increase of strain rate. Interestingly, thin sections analysis microscopically showed that the failure of dry samples is characterized by the intra-granular fracturing in larger quartz grains while that of saturated samples by the inter-granular fracturing. The underlying mechanisms were interpreted with two micro-mechanical damage models. •Dynamic compression tests are performed on dry and saturated rocks.•Water presence weakens the peak stress and the dissipated energy density but enhances the elastic modulus.•The rate dependence in strength of saturated samples is greater than that of dry samples.•The micro-damage mechanisms of dry and saturated samples under dynamic loading are different.