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张均锋, 孟祥跃, 俞善炳, 谈庆明, 郑哲敏. 冲击载荷下饱和砂土渗流和破坏的实验研究[J]. 力学学报, 1999, 31(2): 230-237. DOI: 10.6052/0459-1879-1999-2-1995-023
引用本文: 张均锋, 孟祥跃, 俞善炳, 谈庆明, 郑哲敏. 冲击载荷下饱和砂土渗流和破坏的实验研究[J]. 力学学报, 1999, 31(2): 230-237. DOI: 10.6052/0459-1879-1999-2-1995-023
EXPERIMENTAL STUDY ON PERMEABILITY AND SETTLEMENT OF SATURATED SAND UNDER IMPACT LOADING[J]. Chinese Journal of Theoretical and Applied Mechanics, 1999, 31(2): 230-237. DOI: 10.6052/0459-1879-1999-2-1995-023
Citation: EXPERIMENTAL STUDY ON PERMEABILITY AND SETTLEMENT OF SATURATED SAND UNDER IMPACT LOADING[J]. Chinese Journal of Theoretical and Applied Mechanics, 1999, 31(2): 230-237. DOI: 10.6052/0459-1879-1999-2-1995-023

冲击载荷下饱和砂土渗流和破坏的实验研究

EXPERIMENTAL STUDY ON PERMEABILITY AND SETTLEMENT OF SATURATED SAND UNDER IMPACT LOADING

  • 摘要: 对饱和破土在冲击载荷下发现的变形和流动效应进行了落锤模拟实验研究,发现砂土骨架出现纵向排水通道和横向断裂等现象,对可能影响这些现象的主要因素进行了对比的实验,对上述实验现象进行了初步的解释.

     

    Abstract: An experimental study on the deformation and filtration of saturated sands underimpact loading is carried out by examining the behavior of a saturated sand column dropping tothe ground. The longitudinal drainage pathways and horizontal cracks in the skeleton of saturatedsands are discovered. By means of analyzing the images, the phenomena (Occurring in sand sampleNo.1) can be summarized as follows: (1) Some horizontal cracks cross the full sections, generally, thenumber of these cracks is three. Some small ...

     

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