• Civil Engineering •

### Representation of discontinuous deformation and hydraulic weakening effect of rock masses failure based on finite difference method

CHEN Yunjuan1, JING Yi2*, JIA Runzhi3,4, WANG Jun1, YANG Zhuo3,4, LUO Pingli3,4

1. 1. Key Laboratory of Building Structural Retrofitting and Underground Space Engineering(Shandong Jianzhu University), Ministry of Education, Jinan 250101, Shandong, China;
2. School of Qilu Transportation, Shandong University, Jinan 250061, Shandong, China;
3. China National Chemical Communications Construction Group Co., Ltd., Jinan 250102, China;
4. Shandong Highway Engineering Technology Research Center Co., Ltd., Jinan 250102, Shandong, China
• Published:2023-10-19

CLC Number:

• TU452
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