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裂隙型硬粘土的力学模型及其在边坡工程中的应用
MECHANICAL MODEL FOR CRACKED HARD CLAY AND ITS APPLICATION TO SLOPES ENGINEERING IN NANYANG BASIN
【摘要】 硬粘土是介于软岩和硬土之间的一种介质 ,其中含有规律分布的裂隙 ,具有明显的方向性和各向异性特征 ;本文从实际应用的角度出发 ,提出一种适用于裂隙性硬粘土的损伤力学模型 ,并应用于南水北调中线渠道边坡工程的数值模拟分析。
【Abstract】 Hard clay is a kind of medium between soft rock and hard soil. It contains regularly distributed cracks and has obvious anisotropic behaviours. In this paper, a damage mechanical model suitable to the cracked hard clay is presented for on engineering application. This model was used for numerical simulation of canal slope engineering in Nanyang basin. .
【关键词】 裂隙性粘土;
损伤力学;
数值模拟;
边坡工程;
【Key words】 Cracked hard clay; Damage mechanics; Numerical simulation; Slope enigineering.;
【Key words】 Cracked hard clay; Damage mechanics; Numerical simulation; Slope enigineering.;
【基金】 国家自然科学基金 !(编号 :49872 0 86)资助
- 【文献出处】 工程地质学报 ,Journal of Engineering Geology , 编辑部邮箱 ,2001年02期
- 【分类号】P642.1
- 【被引频次】22
- 【下载频次】227