| 岩土破损力学:结构块破损机制与二元介质模型 |
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| 引用本文： | 刘恩龙.岩土破损力学:结构块破损机制与二元介质模型[J].岩土力学,2010,31(Z1):13-22. |
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| 作者姓名： | 刘恩龙 |
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| 作者单位： | 四川大学,水利水电学院,成都,610065 |
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| 摘 要： | 沈珠江等在总结岩土材料的基本特性、分析理论和研究方法的基础上,提出了岩土破损力学理论框架和二元介质模型概念。基于岩土二元介质模型思想,近年来在试验、理论和数值模拟方面对结构性岩土材料进行了详细研究。通过对棒状和棱柱状结构块试件的平面试验,探讨了结构性岩土材料的破损机制,并发现了在受荷过程中结构块逐渐破损并转化为软弱带二者共同抵抗外部作用,即验证了二元介质模型对结构性岩土材料力学抽象的正确性;扩展了岩土二元介质模型对岩土材料的脆性变化进行了模拟,并与结构性土和砂岩的三轴试验结果进行了验证;基于二元介质模型概念,发展了一种模拟岩土材料破损过程的细观数值方法,同时提出了适用于结构性岩土材料的强度准则。
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| 关 键 词： | 二元介质模型 破损力学 结构块 结构性土 试验 细观数值分析 强度准则 |
| 收稿时间： | 2010-04-13 |
Breakage mechanics for geomaterials: Breakage mechanism of structural blocks and binary-medium model |
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| LIU En-long.Breakage mechanics for geomaterials: Breakage mechanism of structural blocks and binary-medium model[J].Rock and Soil Mechanics,2010,31(Z1):13-22. |
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| Authors: | LIU En-long |
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| Institution: | School of Hydraulic and Hydropower Engineering, Sichuan University, Chengdu 610065, China |
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| Abstract: | Based on the analysis of the mechanical features and fundamental theory of geological materials, Shen et al.(2002 and 2003) proposed the framework of breakage mechanics for geomaterials and the concept of binary-medium model(BMM). Recently, we have carried out much research, including tests, theory and numerical simulation, on the structured geomaterials on the basis of the binary-medium model concept. Plane tests of the samples assembled by geo-structural blocks were conducted to investigate the breakage mechanism of structured geomaterials. It was experimentally found that the structural blocks will gradually break and transform to the weakening bands; and both of them will bear the loading together during the loading, testifying mechanical idealization of breakage mechanics for structured geomaterials. A new method of preparing for structured soils was explored; and the mechanical and strength characteristics of artificially prepared structured soils were studied under different stress paths. The binary-medium model for geomaterials was extended and verified that it could be used to simulate the brittleness change of geomaterials and experimental results of structured soils and sandstones under triaxial stress conditions well. Based on the concept of the binary-medium model for geomaterials, a mesoscopic numerical method which can simulate the breakage processes of geomaterials was proposed; and a strength criterion for structured soils was put forward finally. |
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| Keywords: | binary-medium model (BMM) breakage mechanics structural blocks structured soils tests mesoscopic numerical analysis strength criterion |
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