期刊文献+

三峡库区巴东组泥化夹层特征 被引量:4

Mudding Catation Characteristics of Badong Formation in the Three Gorges Reservoir Region
下载PDF
导出
摘要 三峡库区巴东组泥化夹层广泛发育,其分布特征及物理力学特性对库岸的稳定性具有重要的影响。以巴东县城库岸巴东组第二段、第三段泥化夹层为对象,采取了泥化夹层分别进行X射线衍射分析、颗粒级配分析和直接剪切,探讨泥化夹层的物理力学特征。结果表明:T2b2泥化夹层的颗粒大小分布较T2b3-1与T2b3-2泥化夹层均匀,且由大颗粒组成,而T2b3-2泥化夹层颗粒大小分布相对较集中;三种泥化夹层抗剪强度参数c分别为6.2 k Pa、9.5 k Pa、13.9 k Pa,分别为31.9°、29.3°、26.7°。泥化夹层剪切力学参数c、的变化趋势分别与夹层颗粒大小分布变化趋势有很强的相关性。该结果可为库岸斜坡的稳定性分析及预防提供可靠的力学参数。 Mudding citation of Badong formation widely developed,its distribution characteristics and the physical and mechanical properties have a significant impact on the stabilityof bank slope in the Three Gorges reservoir region. Taking the second paragraph( T2b2),third( T2b3) mudding citation of Badong formation as an object in Badong county Badong Reservoir,T2b2,T2b3- 1,T2b3- 2these three mudding citation widely distributed in the study area were taken X-ray diffraction analysis test,particle size distribution analysis test and direct shear tests,discuss the physical and mechanical characteristics of mudding citation. The results showed that: T2b2,T2b3- 1,T2b3- 2three cements total content of mudding citation were 75%,77. 5%,82. 5%. Compared with T2b3- 1and T2b3- 2,T2b2 mudding citation particle size distribution is more uniform,and there are large particles. T2b3- 2mudding citation particle size distribution is relatively concentrated. Three kinds of mudding citation shear strength parameters c is6. 208 k Pa,9. 52 k Pa,13. 86 k Pa, is 31. 9°,29. 3°,26. 7°respectively. Mudding citation shear mechanical parameters c, value trends are strongly correlated with the total content and particle size distribution trends citationcement. The test results provide reliable mechanical parameters for reservoir bank slope stability analysis and prevention.
出处 《科学技术与工程》 北大核心 2015年第31期85-90,共6页 Science Technology and Engineering
基金 国家自然科学基金项目(41272306)资助
关键词 泥化夹层 矿物成分 颗粒级配 抗剪强度 mudding citation mineral composition particle size distribution shear strength
  • 相关文献

参考文献12

  • 1戴广秀,凌泽民,石秀峰,等.葛洲坝水利枢纽坝基红层内软弱夹层及其泥化层的某些工程地质性质.地质学报,1979;(2):153-166.170.
  • 2王幼麟.葛洲坝泥化夹层成因及性状的物理化学探讨.水文地质工程地质,1980;(4):1-7.
  • 3李守定,李晓,张年学,刘艳辉.三峡库区宝塔滑坡泥化夹层泥化过程的水岩作用[J].岩土力学,2006,27(10):1841-1846. 被引量:45
  • 4谭罗荣.葛洲坝泥化夹层的物质组成特性[J].岩土力学,1984,5(2):27-34.
  • 5项伟.黏粒含量对泥化夹层抗剪强度的影响.兰州大学学报,1984;20(3):121-125,136.
  • 6龚裔芳,金福喜,张可能,周斌.红砂岩泥化夹层力学特性及其对边坡稳定性的影响[J].重庆交通大学学报(自然科学版),2010,29(2):220-223. 被引量:23
  • 7薛守义,王思敬.小浪底工程中原状泥化夹层的动三轴试验[J].岩土工程学报,1997,19(2):89-94. 被引量:6
  • 8Kenney T C. The Influence of Mineral Composition on the Residual Strength of Natural Soils. Proc of the Geotechnical Conference OS- LO. 1967 ; 1 : 123-129.
  • 9Kanji M A. The relationship between drained friction angles and At- terberg limits of natural soils. Geotechnique, 1974; 24 (4) :7 - 12.
  • 10Rumellhart D E. Parallel Distributed Processing: Exploration in the Microstructure of Cognition. Carbrige, MIT Press, 1956.

二级参考文献28

共引文献89

同被引文献41

引证文献4

二级引证文献21

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部