Experimental Study on the Dynamic Properties of Three Types of Rock at Negative Temperature
- 111 Downloads
To research the geotechnical engineering in the cold region of western China, three types of rock, a sandstone, a marble, a granite, were selected, and tested at low temperatures using a split Hopkinson pressure bar system. The specimens were tested at temperatures ranging from 25 to − 40 °C to characterize the dynamic mechanical properties of the frozen rock. To qualify this characterization, a Temperature Influence Factor is introduced. The results show that low temperatures have the greatest influence on red sandstone. They influence marble to a lesser degree. The influence of low temperatures on granite is small. In addition to these tests, rocks were tested at − 15 °C and at room temperature to analyze strain rate effects. That study found that the rocks show strain rate effects both at low temperature and at room temperature.
KeywordsFrozen rock Dynamic compressive strength Temperature effect Split Hopkinson pressure bar (SHPB)
This work was supported by the National Key research and Development Program “Deep Resources Exploration and Mining” (No. 2016YFC0600903). The authors also thank the anonymous reviewers for their valuable suggestions and comments.
- Chen B, Shisheng H, Ma Q (2005) Experimental research of dynamic mechanical behaviors of frozen soil. Acta Mech Sin 06:54–58 (in Chinese) Google Scholar
- Hudson JA, Harrison JP (1997) Engineering rock mechanics. Elsevier, OxfordGoogle Scholar
- Li YP, Wang ZY (2010) Study of relationship between strength parameters and ice expansion force of granite under low temperature. Chin J Rock Mech Eng 29(S2):4113–4118 (In Chinese) Google Scholar
- Shan R, Yang H, Guo Z, Liu X, Song L (2014) Experimental study of strength characters of saturated red sandstone on negative temperature under triaxial compression. Chin J Rock Mech Eng 33(S2):3657–3664 (In Chinese) Google Scholar
- Wang L (2007) Foundations of stress waves. Elsevier, OxfordGoogle Scholar