| 洞庭湖砂纹淤泥质土固结过程微观结构变化 |
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| 引用本文： | 张可能,王彦之,胡惠华,聂士诚,张云毅.洞庭湖砂纹淤泥质土固结过程微观结构变化[J].水文地质工程地质,2018,0(1):96-102. |
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| 作者姓名： | 张可能 王彦之 胡惠华 聂士诚 张云毅 |
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| 作者单位： | 1.有色金属成矿预测与地质环境监测教育部重点实验室，湖南 长沙410083；2.中南大学地球科学与信息物理学院，湖南 长沙410083；3.湖南省交通规划勘察设计院有限公司，湖南 长沙410008 |
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| 基金项目： | 交通运输部企业技术创新类科技计划项目资助（2015315798060） |
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| 摘 要： | 砂纹淤泥质土是一种特殊的夹有微薄层粉细砂的洞庭湖湖相沉积软土，具有独特的薄砂层构造。该软土固结过程中的微观结构变化，对解释宏观的工程现象、揭示土体变形的本质和采取合理的地基处理措施具有重要意义。本文利用X射线微区衍射试验和扫描电子显微镜试验，研究洞庭湖砂纹淤泥质土的矿物成分和微观结构，同时结合固结试验探讨砂纹淤泥质土微观孔隙与结构单元体参数变化特征。研究结果表明:洞庭湖砂纹淤泥质土主要矿物成分为绿泥石、白云母和石英，微观结构为片状或板状聚体结构；随着固结压力增加，等效粒径增长呈先快速后放缓的规律，结构单元体形态参数则先增大后减小；砂纹淤泥质土压缩系数与竖直切面结构单元体定向概率熵呈明显负相关关系。
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| 关 键 词： | 洞庭湖砂纹淤泥质土 X射线微区衍射试验 固结试验 扫描电子显微镜试验 微观结构 |
| 收稿时间： | 2017-06-11 |
| 修稿时间： | 2017-10-18 |
An analysis of microstructure changes in sand grain mucky soil of Dongting Lake during consolidation |
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| ZHANG Keneng,WANG Yanzhi,HU Huihua,NIE Shicheng,ZHANG Yunyi.An analysis of microstructure changes in sand grain mucky soil of Dongting Lake during consolidation[J].Hydrogeology and Engineering Geology,2018,0(1):96-102. |
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| Authors: | ZHANG Keneng WANG Yanzhi HU Huihua NIE Shicheng ZHANG Yunyi |
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| Institution: | 1.Key Laboratory of Non-Ferrous Metal Ore Forecast, Ministry of Education, Changsha， Hunan410083, China; 2.School of Geosciences and Info-Physics, Central South University, Changsha,Hunan410083, China; 3.Hunan Provincial Communication Planning Survey and Design Institute Co., Ltd., Changsha, Hunan410008, China |
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| Abstract: | Sand grain mucky soil is a special type of lacustrine sedimentary soft soil in the Dongting Lake area with a modest layer of fine silty sand. Analysis of the microstructure changes in the soil during consolidation can explain the engineering phenomenon on a macro level, and sheds light on the nature of soil deformation. In this study, X ray diffraction test and scanning electron microscope test are conducted to observe the mineral compositions and the microstructure of the sand grain mucky soil, and the change in microstructure parameters of the sand grain mucky soil during consolidation. The results show that (a) the sand grain mucky soil is primarily composed of chlorite, muscovite and quartz, and its microstructure is flake and tabular; (b) as the consolidation pressure increases, the increasing rate of the equivalent particle size is higher in the early stage than that in the later stage, and the morphological parameter of structural units increases first, and decreases later; and (c) there is negative correlation between the compressibility and probability entropy of structural units of the sand grain mucky soil. |
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