长江科学院院报 ›› 2016, Vol. 33 ›› Issue (9): 116-120.DOI: 10.11988/ckyyb.20150606

• 岩土工程 • 上一篇    下一篇

散粒体斜坡失稳破坏内部因素试验研究

卜祥航1,傅荣华1,李仅德2,黄友3   

  1. 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
  • 收稿日期:2015-07-27 修回日期:2015-09-19 出版日期:2016-09-25 发布日期:2016-09-22
  • 作者简介:卜祥航(1987-),男,江苏徐州人,硕士研究生,主要从事岩土体稳定性及工程环境效应研究工作,(电话)13402803918(电子信箱)309351649@qq.com。
  • 基金资助:
    国家自然科学基金资助项目(41072228)

Internal Factors of the Failure of Granular Mixtures Slope

BU Xiang-hang1,FU Rong-hua1,LI Jin-de2,HUANG You3   

  1. 1.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China;
    2 .Sichuan Coal Field Geological Engineering Survey, Design and Research Institute, Chengdu 610059, China;
    3.Wuhan Steel Structure Co. Ltd. of China First Metallurgical Group, Wuhan 430080, China
  • Received:2015-07-27 Revised:2015-09-19 Published:2016-09-25 Online:2016-09-22

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。故配制4种不同级配样品(1<Cu≤7),模型架上模拟散粒体的堆积失稳过程表明休止角的大小随颗粒不均匀系数的增大而增大;休止角的大小随浑圆度的增大有增大的趋势,浑圆度为1.14~1.40,休止角的增长速率较低,浑圆度达到1.40以后增长速率较高;休止角的大小随m值增大先增大后减小,而后趋于稳定;休止角整体上随c,φ的增大而增大,但在起初阶段变化较为缓慢。最后运用多元线性回归理论线性拟合以上5种内部因素,建立散粒体斜坡天然休止角的估算模型,通过验证证明了该模型的准确性。

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

Abstract: 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.

Key words: granular mixtures slope, multiple linear regression theory, angle of repose, influence factor, estimation formula

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