Strength and the cracking behavior of frozen sandstone containing ice‐filled flaws under uniaxial compression

• Published in: Permafrost and periglacial processes Vol. 33; no. 2; pp. 160 - 175
• Main Authors: Jia, Hai‐liang, Han, Li, Zhao, Tao, Sun, Qiang, Tan, Xian‐jun
• Format: Journal Article
• Language: English
• Published: Chichester Wiley Subscription Services, Inc 01.04.2022
• Subjects: Cementation; Coalescence; Coalescing; Compression; crack coalescence; crack initiation; Cracking (chemical engineering); Cracking (corrosion); Deformability; Deformation; Formability; Freezing; Freezing temperatures; frozen flawed sandstone; Ground ice; Ice; ice‐filled flaws; ice–rock interface; Inclination angle; Mechanical properties; Rock masses; Rocks; Sandstone; Sedimentary rocks; Strength; Temperature; uniaxial compression
• ISSN: 1045-6740; 1099-1530
• DOI: 10.1002/ppp.2142

Understanding the mechanical properties of frozen flawed rock masses is fundamental to conducting safe rock engineering in frozen rock strata. However, there has been scarce research in this area, especially on key issues such as the strength and deformability of frozen flawed rock masses and failure processes under load. In this paper, frozen flawed sandstone was subjected to uniaxial compression and the cracking process was observed. The influences of flaw inclination angle and freezing temperature on the strength and cracking behavior of frozen flawed sandstone under load were determined. The results show that: (a) the strength of frozen flawed sandstone increases with increases in flaw inclination and decreases in temperature; (b) the flaw inclination has a dramatic influence on both the crack coalescence behavior and the final failure form of frozen flawed samples under compression; and (c) the significant influence of freezing temperature on the cracking behavior of frozen flawed sandstone is caused by the interaction between flaw ice and its surrounding rock. Strengthening of flawed sandstone by freezing results because (i) pore ice provides support and cohesion at the pore scale, while (ii) at the crack scale ice can support the flaw and resist its deformation during compression, and cementation of the ice–rock interface provides normal and tangential cracking resistance.