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Experimental Study on Failure Mechanics Characteristics of Salt Rock under Tensile Loading and Unloading Conditions

机译:拉伸加载与卸载条件下盐岩破坏力学特性的试验研究。

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摘要

By use of the MTS815 Flex Test GT rock mechanics test system and the PCI-II acoustic emission (AE) test system, the failure mechanics tests of the salt rock under the condition of indirect tensile and direct tensile loading and unloading were carried out. The test results show that the tensile strength of pure salt rock under indirect tensile cyclic load is about 1.823 MPa, and the tensile strength under direct tension is about 0.585 MPa, the tensile strength of salt rock under cyclic loading is far lower than that of compressive strength; the direct tensile tensile strength of salt rock is affected by impurities. The post peak deformation of pure salt rock under indirect tension and direct tension shows a slow decline, but the deformation after direct tensile peak of impure salt rock is brittle, and the turning point of the stress-decline slope is more obvious than that of pure salt rock. The spatial distribution and evolution of AE during indirect tensile and direct tensile failure show that the damage mechanisms of the two tensile modes are different. Under the influence of the compressive stress of indirect tension, the AE event occurs earlier on the predefined failure surface; under direct tensile load, the damage occurs later, and the degree of AE accumulation on the failure surface is far less than that of indirect tension. It is further revealed that the characteristic parameters of AE under direct tension are in a quieter period before 20% F, and the AE is active in the post-peak deformation stage; under the indirect tensile load, the AE characteristic parameters are changed in the "low tide period-active period-second active period". Indirect tensile and direct tensile AE activity in the process of unloading variation characteristics are different, the former is affected by compressive load stress, AE is relatively active in the unloading process, while the latter has no significant AE activity.
机译:通过使用MTS815 Flex Test GT岩石力学测试系统和PCI-II声发射(AE)测试系统,对盐岩在间接拉伸和直接拉伸加载与卸载条件下的破坏力学进行了测试。试验结果表明,盐岩在间接拉伸循环载荷下的抗拉强度约为1.823 MPa,在直接拉伸下的拉伸强度为约0.585 MPa,盐岩在循环载荷下的抗拉强度远低于压缩载荷。强度;盐岩的直接抗张强度受到杂质的影响。纯盐岩在间接拉力和直接拉力作用下的后峰变形缓慢下降,但不纯盐岩直接拉力峰后的变形较脆,应力下降斜率的转折点比纯盐岩更明显。盐岩。间接拉伸和直接拉伸破坏过程中声发射的空间分布和演化表明,两种拉伸方式的破坏机理是不同的。在间接张力的压缩应力的影响下,AE事件在预定义的破坏面上更早地发生。在直接拉力作用下,损伤发生较晚,破坏面上的AE累积程度远小于间接拉力。进一步揭示了直接拉伸作用下AE的特征参数处于20%F之前的一个安静时期,并且AE在峰后变形阶段活跃。在间接拉伸载荷下,AE特征参数在“低潮期-活动期-第二活动期”中更改。卸载过程中间接拉伸和直接拉伸的AE活性变化特征不同,前者受压缩载荷应力的影响,AE在卸载过程中相对活跃,而后者则没有明显的AE活性。

著录项

  • 来源
  • 会议地点 Chongqing(CN)
  • 作者单位

    State Key Laboratory of Hydraulic and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China, College of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, China;

    State Key Laboratory of Hydraulic and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China, College of Water Resource and HvdroDower. Sichuan Univ.. Chensdu 610065. China;

    School of Civil Architecture and Environment, Xihua Univ., Chengdu 610039, China;

    State Key Laboratory of Hydraulic and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China, College of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, China;

    State Key Laboratory of Hydraulic and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China, College of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, China;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Salt rock; Indirect tension; Direct tension; Loading and unloading; Acoustic emission;

    机译:盐岩;间接张力;直接张力;上货和下货;声发射;
  • 入库时间 2022-08-26 14:32:42

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