击实粘土Ⅰ型断裂韧度测试新方法研究
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重庆交通大学,重庆交通大学,重庆交通大学

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TU 47

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重庆交通大学研究生教育创新基金资助项目(编号:20120101)


New Method to Determinate the Fracture Toughness KC of Compacted Clay
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1. National Engineering Research Center for Inland Waterway Regulation,Chongqing Jiaotong University,1. National Engineering Research Center for Inland Waterway Regulation,Chongqing Jiaotong University

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    摘要:

    为研究击实粘性土断裂韧度,研制了土体断裂韧度测试新仪器,通过新仪器对粘性土进行了断裂韧度测试,讨论了试验方法的合理性,并结合前人的研究成果探讨了土体断裂韧度与抗拉强度之间的关系。结果表明,击实粘性土中的裂缝扩展规律符合线弹性断裂特性,可采用线弹性断裂理论对其进行研究;击实粘性土断裂韧度与抗拉强度之间存在线性关系,但土体颗粒性质、颗粒机配、试样含水量、试验方法等均对土体断裂韧度有影响,需进行更深入的研究。

    Abstract:

    In order to research the fracture toughness of compacted clay, a new apparatus of fracturing test is proposed. Based on the new apparatus, the fracture toughness of the clay were tested, the rationality of the test methods was discussed. Combined with the results of previous studies, the relationship between the fracture toughness and the tensile strength was discussed. The results shown that, the crack propagation characteristic of the compacted clay matched with the linear elastic fracture, research the crack propagation by Linear Fracture Mechanics is apposite. The linear relationship between the fracture toughness and the tensile strength was found. But the nature of the soil particles, the particle curves, the sample water content, the test methods and others could in impact the fracture toughness, which need for more research.

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邱珍锋,王俊杰,胡俊峰. 击实粘土Ⅰ型断裂韧度测试新方法研究[J]. 科学技术与工程, 2015, 15(23): .
Qiu Zhen-Feng, Wang Jun-Jie, Hu Jun-Feng. New Method to Determinate the Fracture Toughness KC of Compacted Clay[J]. Science Technology and Engineering,2015,15(23).

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历史
  • 收稿日期:2015-04-17
  • 最后修改日期:2015-04-17
  • 录用日期:2015-05-18
  • 在线发布日期: 2015-08-20
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