摘要
吕梁山西麓地区三趾马红土地层沉积厚度大、连续性好、典型剖面多,历来为三趾马红土研究的热点地区,但有关其工程地质特征及岩土力学性质方面的研究非常薄弱。三趾马红土围岩分级是山西中南部铁路通道工程吕梁段隧道建设面临的一项工程地质新问题。通过现场监测、室内试验研究及工程实践经验,研究三趾马红土的物理力学指标及强度特性,对影响三趾马红土围岩稳定性的地下水作用、裂隙作用、砂土夹层作用及各因素耦合作用进行分析,最后对三趾马红土在均质和多因素条件下围岩分级进行定量化探讨。
The Hipparion laterite stratum in west piedmont of Lvliang Mountain is characterized by thick deposition, good continuity and lots of type sections, and has always been the research hotspot of Hipparion laterite. But, the study on its engineering geology features and geo-mechanics properties still remains very weak. So, surrounding rock classification in Hipparion laterite stratum is a new geological question faced by tunnel construction of Lvliang section of Middle and Southern Shanxi Railway project. Based on on-site monitoring, laboratory test and practical experience, this study researched the physical and mechanical indexes and strength property of Hipparion laterite, and analyzed relevant effects on Hipparion-laterite surrounding rock stability, including the underground water effect, fissuring effect, sandy soil interlayer effect, and the coupling effect of various factors. Finally, this study quantitatively discussed how to class the Hipparion-laterite surrounding rocks respectively under the conditions of homogeneity and multiple factors.
出处
《铁道标准设计》
北大核心
2014年第5期104-108,共5页
Railway Standard Design
基金
吕梁山区三趾马红土隧道综合技术研究(13-C22)
关键词
铁路隧道
三趾马红土
围岩分级
吕梁山西麓
railway tunnel
hipparion laterite
classification of surrounding rocks
west piedmont of Lvliang Mountain
