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西南某高速膨胀土边坡失稳机制分析

Analysis of the instability mechanism of a certain high-speed expansion soil slope in southwest China
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摘要 某高速公路边坡属开挖边坡,边坡岩土体为膨胀土,膨胀性强,边坡开挖过程中发生变形,根据野外地质测绘及室内试验,通过分析膨胀土的物质组成、物理力学参数等探讨滑坡的成因,为防治方案提供一定的基础资料。 A highway slope is excavation slope, geotechnical engineering of the slope take on is expansive, and strong expansibility, deformationoccurred during excavation of slope, in this paper, based on field geological survey and mapping and indoor test, it explores the landslide causes byanalzying the material composition, phycial and chemical parameters of expansive soil, provide certain basic data for prevention and control plan.
作者 薛伟 周密
出处 《山西建筑》 2018年第5期61-63,共3页 Shanxi Architecture
关键词 边坡 膨胀土 含水率 slope expansive soil water content
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