IMHE OpenIR  > 山地灾害与地表过程重点实验室
Alternative TitleComparative Study on the Typical Soil Slurry Rhelogical Properties of Prone Area of Debris Flow
黄江成1,2; 潘华利3; 欧国强3; 吕娟3; 祝传兵4
Source Publication四川大学学报(工程科学版)
Contribution Rank3


Other Abstract

The slurry rheological properties of debris flow and its impact factors are major content of debris flow dynamics research.In order to study rhelogical properties of typical fine clay in the prone area of debris flow,the debris flow slurry rheological properties and its impact factors of the red soil of Xiao River and the yellow soil of Malan,Bailong River were studied and compared with rheological experiment,particle size experiment and mineral composition analysis method.It was found that along with the increase of density,shearing stress,yield stress and stiffness index of both red and yellow soil indicated a trend of growth,with more obvious growth range under high density.Besides,under the condition of the same density,the three indicators of red soil were significantly higher than that of the yellow soil.Also the shearing stress of red and yellow soil in index correlated to the volume concentration.For red and yellow slurry rheological properties,the impact of density was most significant.In addition,it was discovered that the grain size distribution,clay granule contents,mineral composition and its content were the important causes for the differences of red and yellow soil rheological properties as well.The results could be used to reveal the mechanism of debris flow hazard in the two areas.

Keyword白龙江黄土 小江红土 泥石流浆体 流变特性 典型土
Indexed ByEI ; CSCD
EI Accession NumberAccession number:20155001667136
Citation statistics
Cited Times:1[CSCD]   [CSCD Record]
Document Type期刊论文
Corresponding Author潘华利
First Author Affilication中国科学院水利部成都山地灾害与环境研究所
Recommended Citation
GB/T 7714
黄江成,潘华利,欧国强,等. 泥石流多发区典型土浆体流变特性比较研究[J]. 四川大学学报(工程科学版),2015,47(6):49-53.
APA 黄江成,潘华利,欧国强,吕娟,&祝传兵.(2015).泥石流多发区典型土浆体流变特性比较研究.四川大学学报(工程科学版),47(6),49-53.
MLA 黄江成,et al."泥石流多发区典型土浆体流变特性比较研究".四川大学学报(工程科学版) 47.6(2015):49-53.
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