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Uniaxial Mechanical Properties and Failure Characteristics of Fractured Silty Mudstone

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成果类型:
期刊论文
作者:
Liu, Jie;Zhang, Hualin;Bian, Hanbing;Wen, Wei;Zeng, Ling
通讯作者:
Zeng, L
作者机构:
[Liu, Jie] Engn & Tech Ctr Hunan Prov Environm Protect River, Changsha 410114, Peoples R China.
[Liu, Jie] Changsha Univ Sci & Technol, Sch Hydraul & Environm Hydraul Engn, Changsha 410114, Peoples R China.
[Bian, Hanbing; Zhang, Hualin] Univ Lille, Lab Civil Engn & Geoenvironm, F-59655 Villeneuve dAscq, France.
[Zeng, Ling; Wen, Wei] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Peoples R China.
通讯机构:
[Zeng, L ] C
Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Peoples R China.
语种:
英文
关键词:
Silty mudstone;Prefabricated fracture;Uniaxial compressive strength;Failure morphology;Cracking strength model;PFC2D
期刊:
KSCE Journal of Civil Engineering
ISSN:
1226-7988
年:
2024
卷:
28
期:
1
页码:
139-154
基金类别:
Financial support from the National Natural Science Foundation of China (Nos. 52108397, 51838001, 51878070, 52078066, 52078067, and 42207204), the National Natural Science Foundation of Hunan province (2022JJ40485), Water Resources Science and Technology P [52108397, 51838001, 51878070, 52078066, 52078067, 42207204]; National Natural Science Foundation of China [2022JJ40485]; National Natural Science Foundation of Hunan province [XSKJ2021000-43, XSKJ2022068-26]; Water Resources Science and Technology Project of Hunan Province [202208070060]; China Scholarship Council [EPD202102]; Projects in Engineering and Technical Center of Hunan Provincial Environmental Protection for River-Lake Dredging Pollution Control
机构署名:
本校为通讯机构
院系归属:
土木工程学院
摘要:
Cracking behaviour of silty mudstone with existing flaws can trigger slope instability. However, the mechanics of multi-fractured silty mudstone have not been adequately examined. To handle this issue, the study employs a comprehensive approach to investigate the mechanical characteristics and cracking mechanism of fractured silty mudstone combing uniaxial compression test conducted by similar material specimens, cracking strength model, macro damage model, and PFC2D. Similar material specimens containing prefabricated fractures are prepared using steel sheet insertion during curing. Results s...

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