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徐文杰. 土石混合体细观结构渗流数值试验研究[J]. 岩土工程学报, 2010, 32(4).
引用本文: 徐文杰. 土石混合体细观结构渗流数值试验研究[J]. 岩土工程学报, 2010, 32(4).
Meso-structural permeability of S-RM based on numerical tests[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(4).
Citation: Meso-structural permeability of S-RM based on numerical tests[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(4).

土石混合体细观结构渗流数值试验研究

Meso-structural permeability of S-RM based on numerical tests

  • 摘要: 由于构成土石混合体的“土体”及“块石”在物理力学性质上具有极端的差异性,其物理力学性质要较一般的土体或岩体更为复杂。在实际工程中常常因对土石混合体物理力学性质的认识不足,而给工程建设带来不同程度的问题。尤其是在我国西南地区大型水电工程建设中,土石混合体通常是构成库区边坡、滑坡及坝基的主要岩土体。渗透性特征是岩土体物理性质研究的一个重要内容,然而土石混合体的渗透性特征与其内部细观结构具有密切的联系,如果能建立这两者之间的关系将对于土石混合体的研究具有重要的价值。综合运用统计学、几何学、随机模拟技术等多学科交叉,开发了基于任意凸多边形及椭圆形块石的土石混合体细观结构随机生成系统—R-SRM2D。基于R-SRM2D系统,分别从土石混合体的含石量、空间分布、粒度组成等细观结构特征出发,运用数值试验的方法研究了土石混合体的细观渗流场特征、渗透破坏机理及宏观渗透系数与细观结构的定量关系,从理论上取得了一些有意义的成果。

     

    Abstract: For the extreme difference in characteristics between “soil” and “rock” which compose soil-rock mixture (S-RM), the physical and mechanical characteristics of S-RM are more complex than those of the general soil or rock. And for the insufficient recognition of S-RM, different degree problems will be met in many engineering projects. Especially in the southwest of China, with the building of large scale hydropower stations, the S-RM is usually the main geomaterials for slopes, landslides and dam basements in the reservoir area. Permeability is one of the important study contents of the physical characteristics of geomaterials. There is a close relationship between the permeability of S-RM and its meso-structure, and it is of great value to study the S-RM if we can build this relationship. The statistics, geometry, random simulation technique and so on are employed, and a software (R-SRM2D) is developed for the generation of random meso-structure of S-RM based on arbitrary convex polygon blocks and elliptic blocks. Using R-SRM2D, many samples with different rock block proportions, spacial distributions, and rock block size distribution, etc. are generated, and based on the numerical tests, the characteristics of the meso-seepage field, the mechanism of seepage failure and the quantitative relationship between the maro-permeability coefficient of S-RM and its meso-structural characteristics are studied.

     

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