|
|
|
| QUANTITATIVE ANALYSIS OF MICROSTRUCTURE CHARACTERISTICS OF PUCHENG LOESS IN SHAANXI PROVINCE |
| FANG Xiangwei1,SHEN Chunni2,LI Chunhai1,WANG Long1,CHEN Zhenghan1 |
| (1. Chongqing Key Laboratory of Geomechanics and Geoenvironment Protection,Logistical Engineering University,Chongqing 401311,China;2. School of Civil Engineering and Architecture,Chongqing University of Science and Technology,Chongqing 401331,China) |
|
|
|
|
Abstract The microstructure characteristics of loess,especially Q2 loess,at Pucheng power plant in Shaanxi Province were investigated using Quanta environment scanning electron microscope(ESEM). Consequently,various microstructure pictures were obtained. The four forms of particle connections,i.e. direct point contact,direct face contact,indirect point contact and indirect face contact,are suggested. The microstructure quantitative analysis results of loess show the area proportion,the orientation and the distribution fractal dimensions of particles increase with depth. Whilst the area proportion,the orientation and the distribution fractal dimension of pore,and the Euler value decrease with depth. However,the number and the roundness of particle,the number of pore,and the gray entropy have not significant change law with depth. The microstructure characteristics and the collapsibility of Q3 and Q2 loesses have a good relationship.
|
|
Received: 19 December 2012
|
|
|
|
| [1] 张宗祜. 中国黄土显微结构的研究[J]. 地质学报,1964,44(3):357–364.(ZHANG Zonggu. Microstructure classification of loess in China[J]. Acta Geologica Sinica,1964,44(3):357–364.(in Chinese))
[2] 高国瑞. 黄土显微结构分类与湿陷性[J]. 中国科学,1980,(12):1 203–1 208.(GAO Guorui. Microstructure classification of loess and collapsibility[J]. Science China,1980,(12):1 203–1 208.(in Chinese))
[3] 雷祥义. 中国黄土的孔隙类型与湿陷性[J]. 中国科学:B缉,1987,(12):1 309–1 316.(LEI Xiangyi. Pore type of loess in China and collapsibility[J]. Science China:Series B,1987,(12):1 309–1 316.(in Chinese))
[4] 白晓红,张德华,王 梅. 潞城黄土的微观结构与湿陷性的关系[C]// 湿陷性黄土研究与工程. 罗宇生,汪国烈 编. 北京:中国建筑工业出版社,2001:93–98.(BAI Xiaohong,ZHANG Dehua,WANG Mei. Microstructure of loess in Lucheng and collapsibility[C]// Collapsibility Loess and Engineering. LUO Yusheng,WANG Guolie ed. Beijing:China Architecture and Building Press,2001:93–98.(in Chinese))
[5] TOVEY N K. A digital computer technique for orientation analysis of micrographs soil fabric[J]. Journal of Microscopy,1990,120(3):303–315.
[6] 施 斌. 黏性土微观结构定向性的定量研究[J]. 地质学报,1997,71(1):36–43.(SHI Bin. Quantitative study of orientation of microstructure of clayey soil[J]. Acta Geologica Sinica,1997,71(1):36–43.(in Chinese))
[7] 胡瑞林,李向全,官国琳,等. 分形理论在黄土湿陷性的微结构效应研究中的应用[J]. 非线性动力学报,1996,3(4):360–366.(HU Ruilin,LI Xiangquan,GUAN Guolin,et al. Application of fractal theory in study of microstructure effect on loess collapsibility[J]. Journal of Nonlinear Dynamics in Science and Technology,1996,3(4):360–366.(in Chinese))
[8] 方祥位,申春妮,汪 龙,等. Q2黄土浸水前后微观结构变化研究[J]. 岩土力学,2013,34(5):1 319–1 324.(FANG Xiangwei,SHEN Chunni,WANG Long,et al. Research on microstructure of Q2 loess before and after wetting[J]. Rock and Soil Mechanics,2013,34(5):1 319–1 324.(in Chinese))
[9] 方祥位. Q2黄土的微细观结构及力学特性研究[博士学位论文][D]. 重庆:后勤工程学院,2008.(FANG Xiangwei. Study on microstructure,meso-structure and mechanics properties of Q2 loess[Ph. D. Thesis][D]. Chongqing:Logistical Engineering University,2008.(in Chinese))
[10] 洪宝宁,刘 鑫. 土体微细观结构理论与试验[M]. 北京:科学出版社,2010:66–88.(HONG Baoning,LIU Xin. Theory and experiment of microstructure,meso-structure of soils[M]. Beijing:Science Press,2010:66–88.(in Chinese))
[11] 钱鸿缙,王继唐,罗宇生,等. 湿陷性黄土地基[M]. 北京:中国建筑工业出版社,1985:39–51.(QIAN Hongjin,WANG Jitang,LUO Yusheng,et al. Foundation of collapsibility loess[M]. Beijing:China Architecture and Building Press,1985:39–51.(in Chinese))
[12] 谭罗荣,孔令伟. 特殊岩土工程土质学[M]. 北京:科学出版社,2006:282–290.(TAN Luorong,KONG Lingwei. Special geotechnical soil science[M]. Beijing:Science Press,2006:282–290. (in Chinese))
[13] 吴义祥. 工程黏性土微观结构的定量评价[J]. 地球学报:中国地质科学院院报,1991,23:143–151.(WU Yixiang. Quantitative assessment of of microstructure of clayey soil[J]. Acta Geoscientica Sinica,1991,23:143–151.(in Chinese)) |
|
|
|