Stability of Slopes in Shale and Colluvium. Part 2. Appendices

机译：页岩和崩积层中边坡的稳定性。第2部分。附录

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Results of stability analysis were used to estimate the in-situ strength of the red Conemaugh Shales in the seven slopes. It was found that the strengths were close to the residual shear strength where the red Conemaugh Shales in the slopes had thicknesses of 12m or more. Somewhat higher strengths were found in slopes with less than 10m. of red Conemaugh Shale. Stress analyses showed that this thickness had an important influence on the size of the overstressed zone. The recommendations for design strengths take into account the thickness of the red Conemaugh shale, slope angle and slickenside density.

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作者
Wu, T. H.;
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年度 1981
页码 1-92
总页数 92
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Highways; Slopes; Soil properties; Stability; Consolidation; Triaxial tests; Shear tests; Stress analysis; Finite element analysis; Shales; Colluvium; Computer programs; Ohio;

机译：公路;斜坡;土壤性质;稳定性;固结;三轴试验;剪切试验;应力分析;有限元分析;页岩;崩塌;计算机程序;俄亥俄州;

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8. Stability of Slopes in Shale and Colluvium. Part 1 [R] . Wu, T. H. 1981

机译：页岩和崩积层中边坡的稳定性。第1部分

Stability of Slopes in Shale and Colluvium. Part 2. Appendices

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