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湖北省襄荆高速公路与汉十高速公路膨胀土膨胀特性的对比研究 被引量:3

COMPARATIVE STUDY ON SWELL SOIL IN XIANGJING AND HANSHI HIGHWAYS
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摘要 膨胀土的膨胀性是襄荆高速公路与汉十高速公路面临的重要工程地质问题 ,通过X射线衍射分析和颗粒分析试验 ,发现襄荆高速公路膨胀土体的蒙脱石和伊利石质量分数相对较高 ,而石英、长石和绿泥石质量分数较低 .两条高速公路的膨胀性为弱至中等 ,但是粘土矿物质量分数的差异导致了襄荆高速公路比汉十高速公路膨胀土体的膨胀性要高 ;汉十高速公路膨胀土在 5 0kPa压力下饱水后的压缩沉降量基本上大于其膨胀量 . Swell dilatability is the main geological problem in Xiangjing and Hanshi highway project. By X-ray diffraction and grain analyses, higher contents of ascanite and illite were found in the former highway, but the content of quartz, feldspar and chlorite are found low. The swell dilatability in the two highway sites were the same, low or middle level, but the difference in the content of clay minerals resulted in the higher swell dilatability in Xiangjing highway site. Moreover, the sedimentation quantity in 50 kPa was larger than its dilatability.
出处 《地球科学(中国地质大学学报)》 EI CAS CSCD 北大核心 2001年第4期395-397,共3页 Earth Science-Journal of China University of Geosciences
关键词 高速公路 膨胀土 工程特性 X射线衍射分析 颗粒分析 粘土矿物 压缩沉降量 highway swell soil engineering character X-ray diffraction analysis grain analysis.
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