| 谢云跃.裂隙岩体宏观力学参数的二维数值模拟[J].地质与勘探,2015,51(2):376-382 |
| 裂隙岩体宏观力学参数的二维数值模拟 |
| Two-dimensional numerical simulation of macro-mechanical parameters for fractured rock masses |
| 投稿时间：2014-11-19 修订日期：2015-01-16 |
| DOI： |
| 中文关键词: 裂隙岩体 软弱夹层 应力-应变曲线 数值模拟 |
| 英文关键词: fractured rock mass, weak intercalation, stress-strain curve, numerical simulation |
| 基金项目:山东科技大学科研创新团队（2012KYTD104）、山东科技大学研究生科技创新基金（YC140320）和青岛市建设科技计划项目（JK2014-9）联合资助 |
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| 中文摘要: |
| 岩体含许多不同尺度的裂隙，力学性质非常复杂。现场的测试及常规的实验室试验由于受各种条件的限制，不能准确反映岩体的宏观物理力学性质。本文基于有限元分析软件对二维情况下的完整岩体和含不同倾角的软弱夹层的岩体在单轴和双轴压缩下进行了数值模拟，得到岩体变形的应力-应变曲线，该类曲线能反映裂隙对岩体力学参数的影响，对于指导工程实践有一定的意义；并且为获取岩体力学参数提供了新的途径。 |
| 英文摘要: |
| Fractured rock masses have complicated mechanical properties because they contain microscopic defects of various scales. Their macro-mechanical properties could hardly be depicted through in-situ and lab tests which are generally limited by experimental conditions. This study used the finite element analysis software to simulate the axial and biaxial compression of intact rock and rock with weak interlayers of different dipping angles. The stress-strain curves obtained are in very good agreement with the conventional laboratory results. This indicates that the numerical simulation could provide some insights for the macro-mechanical properties of fractured rocks in geotechnical engineering. |
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