| 粗粒含量对排土场堆石体剪切变形和强度的影响研究 |
| |
| 引用本文： | 杜俊,侯克鹏.粗粒含量对排土场堆石体剪切变形和强度的影响研究[J].矿冶工程,2017,37(1):14-17. |
| |
| 作者姓名： | 杜俊 侯克鹏 |
| |
| 作者单位： | 1.昆明学院 城乡建设与工程管理学院, 云南 昆明 650214;
2.昆明理工大学 国土资源工程学院, 云南 昆明 650093 |
| |
| 基金项目： | 云南省科技厅应用基础研究计划青年项目(2015FD089);
昆明学院科学研究项目(XJL14011);
昆明学院人才引进科研项目(YJL15006) |
| |
| 摘 要： | 为探讨粗粒含量对堆石体剪切特性的影响, 采用室内中型直剪仪, 对不同组构试样开展了剪切试验。研究表明, 粗粒料剪切过程中没有明显的峰值强度, 且应力应变关系表征为应变硬化型。相同正应力条件下, 试样剪切应变达到1/100时的剪切模量随粗粒含量增加而增大, 试样在破坏时的剪切模量随着粗粒含量增加呈先增大后减小的趋势, 且粗粒含量为70%时试样剪切破坏模量达到最大值。粗粒料内摩擦角与粗粒含量之间存在指数关系, 相关系数为0.912 6, 摩擦角随粗粒含量增加而增大; 粘聚力与粗粒含量间的规律性尚不明显。
|
| 关 键 词： | 堆石体 粗粒料 剪切模量 剪切强度 剪切应变 |
| 收稿时间： | 2016-09-14 |
Effect of Percentage of Coarse-grained Aggregate on Shear Deformation and Strength of Rockfill Materials in Waste Dump |
| |
| DU Jun,HOU Ke-peng.Effect of Percentage of Coarse-grained Aggregate on Shear Deformation and Strength of Rockfill Materials in Waste Dump[J].Mining and Metallurgical Engineering,2017,37(1):14-17. |
| |
| Authors: | DU Jun HOU Ke-peng |
| |
| Affiliation: | 1.Department of Urban and Rural Construction and Engineering Management, Kunming University, Kunming 650214, Yunnan, China;
2.Faculty of Land Resource Engineering, Kunming University of Science and Technology, Kunming 650093, Yunnan, China |
| |
| Abstract: | Shear tests were conducted with an indoor direct shear tester for aggregates with different percentage of coarse grains, for exploring their effects on the shear characteristics of aggregates. It is shown that no peak strength occurred during the shear test, and the stress-strain relationship of coarse aggregate was characterized by strain hardening. Under the same normal stress condition, shear modulus increased with a rise in the percentage of coarse-grained aggregate when shear strain of specimen was 1/100. Meanwhile, shear failure modulus of the specimen under failure decreased after an initial increase with the percentage of coarse-grained aggregate rising, reaching its maximum value as the percentage of coarse-grained aggregate at 70%. There is an exponential relationship between internal friction angle of coarse aggregates and its percentage. It is found that the correlation coefficient is 0.912 6, and frictional angle increases with the increasing of percentage of coarse-grained aggregate. However, no relationship has been found between cohesion force and percentage of coarse-grained aggregate. |
| |
| Keywords: | rockfill coarse aggregates shear modulus shear strength shear strain |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《矿冶工程》浏览原始摘要信息 |
|
点击此处可从《矿冶工程》下载全文 |
|
