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郭熙灵, 胡辉, 包承纲. 堆石料颗粒破碎对剪胀性及抗剪强度的影响[J]. 岩土工程学报, 1997, 19(3): 86-91.
引用本文: 郭熙灵, 胡辉, 包承纲. 堆石料颗粒破碎对剪胀性及抗剪强度的影响[J]. 岩土工程学报, 1997, 19(3): 86-91.
Guo Xiling, Hu Hui, Bao Chenggang. Experimental Studies of the Effects of Grain Breakage on the Dilatancy and Shear Strength of Rock Fill[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(3): 86-91.
Citation: Guo Xiling, Hu Hui, Bao Chenggang. Experimental Studies of the Effects of Grain Breakage on the Dilatancy and Shear Strength of Rock Fill[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(3): 86-91.

堆石料颗粒破碎对剪胀性及抗剪强度的影响

Experimental Studies of the Effects of Grain Breakage on the Dilatancy and Shear Strength of Rock Fill

  • 摘要: 堆石料的一个比较明显的特点是在力的作用下常发生颗粒破碎,本文通过三峡花岗岩风化石碴的三轴试验和平面应变试验,结合日本森吉山安山岩和玄武岩的三轴试验成果,综合分析了颗粒破碎规律及有关力学特性,分析了破碎与剪胀性及破碎强度分量的关系。

     

    Abstract: One of the characteristics of rock fill is the breakage of its grains under the effects of forces.In this paper,the grain breakage laws and mechanical properties are analyzed comprehensively,and the relationships among breakage,dilatancy and breakage strength component are discussed,with test results of Three Gorge weathered granite rocksoil,and Moriyoshiyama andesite and basalt of Japan.

     

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