预制裂隙冻结黏土SHPB试验与分析
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1. 安徽理工大学 土木建筑学院; 2. 安徽理工大学 矿山地下工程教育部工程研究中心,1. 安徽理工大学 土木建筑学院; 2. 安徽理工大学 矿山地下工程教育部工程研究中心

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TU528.2

基金项目:

国家自然科学基金项目(面上项目,重点项目,重大项目)


Experimental and analysis of artificial frozen clay with pre-existing flaws under dynamic loads
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School of Civil Engineering and Architecture, Anhui University of Science and Technology,,School of Civil Engineering and Architecture, Anhui University of Science and Technology

Fund Project:

The National Natural Science Foundation of China (General Program, Key Program, Major Research Plan)

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    摘要:

    为研究裂隙对人工冻结黏土动态力学性能的影响,制作了不同位置、不同条数、不同长度和倾角的预制裂隙冻土试样,利用Ф50mm杆径的分离式Hopkinson压杆装置开展了不同预制裂隙人工冻土的冲击压缩试验。研究表明:侧面预制裂隙对人工冻土试样动态抗压强度和弹性模量的弱化程度要大于端面预制裂隙,当侧面预制裂隙倾角为0°时,试样的动态强度和弹性模量最小;端面裂隙条数从1条增加到2条时强度劣化系数增长幅度较为明显,侧面裂隙条数从0增加到1条时强度劣化系数增幅较大,从1增加到2条时增幅较小;弹性模量随裂隙条数的增加逐渐减小。随着裂隙长度的增大,冻土抵抗变形和破坏的能力变弱,当裂隙长度为8mm、12mm和16mm时,强度劣化系数分别为0.472%、7.97%、22.22%,弹性模量分别降低了3.59%、15.69%、44.77%。

    Abstract:

    To study the effects of the pre-existing flaws on dynamic mechanical property of frozen clay, the frozen clay specimens with different flaw positions, flaw numbers, flaw lengths, and angles are tested using a system of split Hopkinson pressure bar (SHPB) with the diameter of 50 mm. Experimental results show that the deterioration degree of pre-existing flaws at side surface on dynamic strength and elasticity modulus are larger than that at end surface of specimen, and the dynamic strength and elasticity modulus of artificial frozen clay specimen show the minimum values with flaw angle of 0° at side surface. Additionally, elasticity modulus of artificial frozen clay decreases with the increase of flaw numbers. Meanwhile, there has a larger growth value about strength deterioration factor when the end surface flaw number increases from one to two, while at side surface of specimen is not obvious. The capability of artificial frozen clay to resist deformation and destruction under dynamic impact load decreases with the increase of flaw lengths, the strength deterioration factor and reduce value of elasticity modulus are 0.472%,7.97%,22.22% at 8mm、12mm and 16 mm flaw length, and the correspond decrease value are 3.59%,15.69%,44.77%, respectively.

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引用本文

黄坤,马芹永,马冬冬. 预制裂隙冻结黏土SHPB试验与分析[J]. 科学技术与工程, 2018, 18(25): .
Huang Kun, and. Experimental and analysis of artificial frozen clay with pre-existing flaws under dynamic loads[J]. Science Technology and Engineering,2018,18(25).

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历史
  • 收稿日期:2018-04-11
  • 最后修改日期:2018-06-13
  • 录用日期:2018-06-15
  • 在线发布日期: 2018-09-12
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