Experimental investigation of non-linearity critical strain energy release rate for frozen soil
发布时间：2019-03-11 点击次数：
论文类型：会议论文
发表时间：2012-10-27
收录刊物：Scopus、SCIE、CPCI-S、EI
卷号：256-259
期号：PART 1
页面范围：101-107
关键字：Frozen soil; Non-linearity; Critical strain energy release rate
摘要：This paper describes an experimental study on non-linearity critical strain energy release rate for frozen soil. Cracked single edge straight-through specimen and cracked chevron-notched specimen were used in test of three-point bending under mode I. The traditional equipment was reformed as the load applied direction was down-up, and dye penetration technique was also applied in. Measured technique and principle of non-linearity critical strain energy release rate are discussed. Some preliminary results are given out.