Variation features of pore radius and particle diameter distributions and mineral content of completely decomposed granite and correlation of parameters
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Variation features of pore radius and particle diameter distributions and mineral content of completely decomposed granite and correlation of parameters
Vol. 25, Issue 10期 刊出日, (2004)
作者机构:
1. 中国科学院地质与地球物理研究所,北京,100029
2. 香港大学 土木工程系,香港
作者简介:
基金信息:
DOI:
CLC:TU452
Online First:25 July 2014,
Published:2004
稿件说明:
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SHANG Yan-jun, WANG Si-jing, YUE Zhong-qi, et al. Variation features of pore radius and particle diameter distributions and mineral content of completely decomposed granite and correlation of parameters[J]. 2004, 25(10期 刊出日).
DOI:
SHANG Yan-jun, WANG Si-jing, YUE Zhong-qi, et al. Variation features of pore radius and particle diameter distributions and mineral content of completely decomposed granite and correlation of parameters[J]. 2004, 25(10期 刊出日).DOI:
Variation features of pore radius and particle diameter distributions and mineral content of completely decomposed granite and correlation of parameters
The three aspects with respect to micro-properties of the completely decomposed granite (CDG) as the distribution of pore radius
particle diameters and mineral content play a major role in determining the engineering geological features of the CDG. In theoretical study and engineering practice the following parameters are used to describe the characteristics in the three aspects: large
middle and small
micro-pores
gravel
sand
silt and clay particles
three major mineral components (quartz
feldspar and clay minerals)
etc. How large of the variation range of these indices in one certain size of trial pits and blocks? How about the correlation of the indices in the three parts? As factors of soil structure
how large of their weight ratios once the soil structure is to be under considerations? In this paper
a total of 51 nos. specimens from 18 nos. blocks from three trial pits of two slopes in Kowloon
Hong Kong
were taken as examples. The test is carried out by means of the mercury injection
particle size distribution and X-ray diffraction. After preliminary analysis
it is found that the CDG with coarse particle portions is very different from that with fine particle portions. The former belongs to gravel soil and sandy gravel soil
and some of it is gravel-bearing soil
with more big pores
more quartz and clay minerals. The latter belongs to gravel-bearing soil
some is fine sandy soil and sub-sandy soil
with more micropores
more feldspars. Variations of feldspar and clay mineral contents are inverse to each other. Furthermore
the interaction matrix is applied for analysis of the correlation of the 9 indices. As a result
it is found that the correlation coefficient varies to a great extent. According to the value of the correlation coefficient
those indices with larger ones are: gravel and sand particles (0.948)
big pores and middle-small pores (0.846)
quartz and feldspar (0.827)
feldspar and clay minerals (0.747). If the soil structure factors are under considerations
the 9 indices are in sequence of weight ratio from large to small: micro-pores
feldspar
clay minerals
sandy particles
gravel
large pores
middle-small pores
silt and clay particles
quartz. These indices
quantified after their correlations and weight ratios
provide bases for the study of micro-features in detail and classifications of the CDG
and perhaps act as one of the basement for the constitution equations of microstructure mechanics of soils to be built.