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尺寸效应对砂砾料动力变形特性的影响试验研究 被引量:1

Experimental Study on Size Effect of Dynamic Deformation of Sandy-gravel Material Subjected to Cyclic Loading
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摘要 饱和砂砾料动力特性是土石坝工程中的难点问题之一,由于试验仪器、费用等原因,在动三轴试验时多把砂砾料中的大颗粒剔除,导致试样试验结果与实际坝体砂砾料的性质存在尺寸效应。对不同直径的试样进行动三轴试验,分析对比不同直径砂砾料的动力变形特性的尺寸效应。结果表明,砂砾料的动力变形存在"拐点粒径"效应,小直径试样的动应变规律类似松砂;大直径试样的动应变发展与密砂类似;不同直径试样的往返剪应力相差较大,因此,必须考虑尺寸效应对砂砾料动力变形特性影响,其对于砂粒料动力反应的数值分析具有重要意义。 Sandy-gravel material was considered as materials which have high anti-liquefaction strength because it's high hydraulic permeability and have coarse grain. The big grain in the sandy-gravel often rejected when the cyclic test was carried out due to the restriction of the equipments and cost. The cyclic tests were carried out for the samples with the different diameters respectively. The results show that the extremely distinct size effect of sand-gravel material exists among the dynamic strain of different diameter samples. So, it is necessary to consider the size effect of dynamic deformation of sandy-gravel material. Which has a important significance for the numerical analysis on dynamic reaction of sandy-gravel material.
作者 袁启旺 李铮
出处 《港工技术》 2009年第1期30-34,共5页 Port Engineering Technology
关键词 尺寸效应 砂砾料 动应变 size effect sand-gravel material dynamic strain
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  • 1周江平,彭雄志,赵善锐.纤维束强度理论与土体抗剪强度的尺寸效应研究[J].铁道学报,2005,27(1):96-101. 被引量:4
  • 2赵振勇,周春儿,曹喜仁.重塑土简易制样技术及工程应用[J].广东公路交通,2006,32(1):57-60. 被引量:12
  • 3段海澎,陈善雄,余飞,许锡昌.新公路膨胀土判别与分类方法对皖中膨胀土的适用性研究[J].岩石力学与工程学报,2006,25(10):2121-2127. 被引量:27
  • 4Chao Huaijing. Research on sample preparation method of analyzing semi-volatile organics in soil [ J ]. The 6th International Conference on the Analysis of Geological and Environmental Materials, 2006.
  • 5Russell CA. Sample preparation and prediction of soil organic matter properties by near infra-red reflectance spectroscopy [ J]. Communications in Soil Science and Plant Analysis, 2003, 34:11 -12.
  • 6Incea R, Arici E. Size effect in bearing strength of concrete cubes [ J]. Construction and Building Materials, 2004, (18) : 603 - 609.
  • 7南京水利水电科学研究院.土工实验方法标准(GB/T501232-1999)[S].北京:中国计划出版社,1999.
  • 8A. Carpintefi. Fractal nature of material mierostrueturc and size effects on apparent mechanical properties [ J ]. Mechanics of Materials, 1994, 18 (2): 89-101.
  • 9Z.P. Bzant. Size effect [J]. International Journal of Solids and Structures, 2000, 37 : 69 - 80.
  • 10A. Carpinteri. and B. Chiaia. Embrittlement and decrease of apparent strength in large-sized concrete structures [ J ]. Sadhana, 2002, 27 : 425 - 448.

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