Reliability analysis of bedrock laminar slope stability considering variability of saturated hydraulic conductivity of soil under heavy rainfall
The saturated permeability coefficient of soil is an inherent variable due to its inhomogeneity and the inaccuracy of monitoring. To explore the stability and failure probability of bedrock laminar slope under heavy rainfall, a reliability analysis model of bedrock laminar slope is founded based on...
保存先:
| 第一著者: | |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2017-06-01
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| シリーズ: | Yantu gongcheng xuebao |
| 主題: | |
| オンライン･アクセス: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201706012 |
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