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密度对粗颗粒材料动力特性影响试验研究

Experimental study on influence of density on dynamic properties of coarse aggregate

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【作者】 傅华韩华强凌华

【Author】 FU Hua;HAN Hua-qiang;LING Hua;Nanjing Hydraulic Research Institute;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques,Ministry of Water Resources;

【机构】 南京水利科学研究院水文水资源与水利工程科学国家重点实验室水利部土石坝破坏机理与防控技术重点实验室

【摘要】 密度是影响粗颗粒材料动力特性的重要因素。随着密度值的提高,粗颗粒材料的最大动弹性模量产生一定的增加,但增加率随着围压的提高呈逐渐减弱的趋势;随着密度值的提高,粗颗粒材料在动荷载作用下的初次动轴向永久变形降低的较明显,后期随着振次的增加,动永久轴向变形呈逐渐收敛趋势,密度值的提高对动轴向永久变形的影响要明显大于对体积变形的影响。因此,对于高土石坝工程来说,提高压实标准有利于改善粗颗粒材料的力学特性,控制坝体的整体变形即提高其抗震性能。

【Abstract】 The density is an important factor for the dynamic properties of coarse aggregate. With the in-crease of its density,the largest dynamic elastic modulus of coarse aggregate has a certain increase,howev-er,the increment ratio exhibits a gradual decrease tendency with the increase of the confining pressure.With the increasing density,the initial dynamic axial permanent deformation of coarse aggregate under dy-namic loads has obvious decrease,and it shows a gradual convergence tendency at the late stage with theincrease of vibration number. The influence of the increasing density on the dynamic axial permanent defor-mation of coarse aggregate is obviously larger than that on the volume change. Accordingly,for high earth-rock dams,to raise compactness standard is beneficial to improving the mechanical properties of coarse ag-gregate,controlling the integrated deformation of dams and raising their seismic performance.

【基金】 国家自然科学基金重大研究计划集成项目(91215301);国家自然科学基金青年基金项目(51309161)
  • 【文献出处】 中国水利水电科学研究院学报 ,Journal of China Institute of Water Resources and Hydropower Research , 编辑部邮箱 ,2014年04期
  • 【分类号】TV41
  • 【被引频次】4
  • 【下载频次】77
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