Research on fragmentation distribution and shear strength parameters of accumulate granulae with superhigh bench dumping site
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Research on fragmentation distribution and shear strength parameters of accumulate granulae with superhigh bench dumping site
Vol. 33, Issue 10, (2012)
作者机构:
1. 昆明理工大学 国土资源工程学院,昆明,650093
2. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验,武汉,430071
3. 昆明理工大学 建筑工程学院,昆明,650093
作者简介:
基金信息:
DOI:
CLC:TU411.7
Online First:19 October 2012,
Published:2012
稿件说明:
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WANG Guang-jin, YANG Chun-he, KONG Xiang-yun, et al. Research on fragmentation distribution and shear strength parameters of accumulate granulae with superhigh bench dumping site[J]. 2012, 33(10).
DOI:
WANG Guang-jin, YANG Chun-he, KONG Xiang-yun, et al. Research on fragmentation distribution and shear strength parameters of accumulate granulae with superhigh bench dumping site[J]. 2012, 33(10).DOI:
Research on fragmentation distribution and shear strength parameters of accumulate granulae with superhigh bench dumping site
Apparent particle size grading is an important characteristic of superhigh bench dumping site; and the critical factors with the impact of its stability and disaster prevention are the fragmentation distribution and shear strength parameters of accumulate granulae. With the copper mine dumping site which has the feature of apparent particle size grading in Jiangxi province
the study of on-site particle size investigation and indoor laboratory tests are carried out. The particle-size distribution law with the changing of dumping-site height is analyzed; and quantitative relationship between the fragmentation distribution and the shear strength parameters of granulae is discussed. The research results indicate that the mean grain size
the coarse-grain contents P>5mm and the maximum grain size are increased significantly according to the decreasing of dumping-site height
which show that the dumping-site has the feature of apparent particle size grading. The distribution value B
by using the Gandin-Schuhmann model
fits the decrease with the increment of dumping-site height. The coarse particle content in the grain size composition and the internal friction angle φ of shear strength parameters increase with the obvious increment of the distribution value B. The relationship between distribution value B and the internal friction angle φ can be expressed by exponential function curve.