Study on the Rock Size Effect of Quasistatic and Dynamic Compression Characteristics

Study on the Rock Size Effect of Quasistatic and Dynamic Compression Characteristics

To study the size effect of rock under quasistatic and dynamic conditions, the changes in compressive strength with the change in specimen size are measured. Cylindrical granite specimens with length-diameter ratios in the range of 0.5∼1 are used for uniaxial compression tests using an RMT testing m...

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Bibliographic Details
Main Authors:	Jun Zhou, Xiangrui Meng, Chongyan Liu, Zhixi Liu, Wensong Xu, Xiang Cheng
Format:	Article
Language:	English
Published:	Hindawi Limited 2021-01-01
Series:	Advances in Materials Science and Engineering
Online Access:	http://dx.doi.org/10.1155/2021/9974606

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