卫振海, 王梦恕, 张顶立. 正交等元胞土体结构临界刚度模型[J]. 工程力学, 2013, 30(增刊): 159-164. DOI: 10.6052/j.issn.1000-4750.2012.06.S053
引用本文: 卫振海, 王梦恕, 张顶立. 正交等元胞土体结构临界刚度模型[J]. 工程力学, 2013, 30(增刊): 159-164. DOI: 10.6052/j.issn.1000-4750.2012.06.S053
WEI Zhen-hai, WANG Meng-shu, ZHANG Ding-li. CRITICAL STIFFNESS MODEL OF ORTHOGONAL EQUAL-CELL SOIL MASS STRUCTURE[J]. Engineering Mechanics, 2013, 30(增刊): 159-164. DOI: 10.6052/j.issn.1000-4750.2012.06.S053
Citation: WEI Zhen-hai, WANG Meng-shu, ZHANG Ding-li. CRITICAL STIFFNESS MODEL OF ORTHOGONAL EQUAL-CELL SOIL MASS STRUCTURE[J]. Engineering Mechanics, 2013, 30(增刊): 159-164. DOI: 10.6052/j.issn.1000-4750.2012.06.S053

正交等元胞土体结构临界刚度模型

CRITICAL STIFFNESS MODEL OF ORTHOGONAL EQUAL-CELL SOIL MASS STRUCTURE

  • 摘要: 结构性问题是土力学中的一个难点问题,对于静态的土体结构分析,在一些文献中进行过一些初步讨论,但对于岩土这样由大量颗粒组成的材料,其结构形态的多样性、复杂性是学者们都认识到的。各种不同结构形态的岩土土体的特性,到目前为止,在认识上仍然是处于一种比较模糊的状态。为了进一步了解和掌握岩土的结构形态对其特性的影响,该文通过建立的正交等元胞结构模型,来分析该结构形态下,土体的临界刚度特性,特别是当土体中存在各种不同形态的孔洞时,土体的一些重要性能参数的变化规律。通过正交等元胞模型的分析发现,岩土材料结构性能主要受孔隙率、孔的分布、孔的形态和方向性的影响,主要表现有:孔的面积(体积)越大,对结构的性能影响也越大;孔的分布的影响主要表现,当孔隙率一定时,孔越分散,也就是数量越多,孔表面积越大,对结构性能(刚度)的影响也越大。

     

    Abstract: The structural problem is a key and difficult research topic in soil mechanics. For the structural analysis of static soil mass, some literatures have made a preliminary discussion. But for rock or soil that is made up of large quantities of grains, the diversity and complexity of its structural morphology have been widely acknowledged. However, the understanding of the features of rock and soil mass of variable morphology is still obscure so far. To determine the effect of structural morphology of rock and soil mass on its properties, we establish an orthogonal equal-cell soil mass model to study the critical stiffness features of the soil mass. The presence of pores and holes of different morphologies is considered when observing the changes of some important performance indexes of the soil mass. The analysis of the orthogonal equal-cell model indicates that the structural performance of rock and soil mass depends on their porosity, pore distribution, pore morphology and pore directionality. The larger pore area (volume) exerts a greater effect on structural performance. At a given porosity, the more scattered, that is, the larger the quantity of the pores, and the larger the pore surface area, the greater the effect on structural performance (stiffness) will be.

     

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