散粒体斜坡失稳破坏内部因素试验研究  

Internal Factors of the Failure of Granular Mixtures Slope

作　　者：卜祥航[1] 傅荣华[1] 李仅德 黄友 

机构地区：[1]成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都610059 [2]四川省煤田地质工程勘察设计研究院,成都610059 [3]武汉一冶钢结构有限责任公司,武汉430080

出　　处：《长江科学院院报》2016年第9期116-120,共5页Journal of Changjiang River Scientific Research Institute

基　　金：国家自然科学基金资助项目(41072228)

摘　　要：影响散粒体斜坡稳定性的诸多因素中,外部因素起到诱导作用,内部因素则起到主导作用,其中天然休止角对散粒体斜坡的稳定性起到控制作用。Among factors which affect the stability of granular mixtures slope,external factors play an inducing role while internal factors dominate,but the natural angle of repose of the slope plays a controlling role. In view of this,granular mixture materials of four different compositions( 1 < Cu≤7) were prepared and model test was conducted to simulate the instability of granular mixtures slope caused by heap. Results indicate that 1) the angle of repose increased with the increase of non-uniform degree of particle; 2) with the increase of round degree,the angle of repose also tended to increase,but the growth rate was low when round degree was between 1. 14- 1. 40,and higher when greater than 1. 40; 3) along with the increase of m,the angle of repose increased at first and then reduced,and finally gradually stabilized; 4) the angle of repose increased with the increase of c and φ in general,but the change was slow in the initial stage. Finally,formula of estimating the natural angle of repose of granular mixture slope was established by fitting the five factors using linear regression theory,and was verified to be correct.

关 键 词：散粒体斜坡 多元线性回归理论 休止角 影响因素 估算模型 

分 类 号：TU43[建筑科学—岩土工程]