Process / pipelineGeotechnical analysis
边坡稳定性（Bishop-Janbu方法）
Bishop和Janbu方法是用于分析边坡稳定性的极限平衡法，通过计算沿潜在滑动面发生剪切破坏的安全系数。这些方法由Bishop（1955年）和Janbu（1954年）提出，至今仍是岩土工程领域评估开挖边坡、路堤和自然山坡最常用的工具。
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来源
- Bishop, A. W. (1955). The use of the slip circle in the stability analysis of slopes. Geotechnique, 5(1), 7-17. DOI: 10.1680/geot.1955.5.1.7 ↗
- Janbu, N. (1954). Application of composite slip surfaces for stability analysis. Proceedings of the European Conference on Stability of Earth Slopes, Stockholm. link ↗
- Fellenius, W. (1927). Erdstatische Berechnungen mit Reibung und Kohaesion. Wilhelm Ernst & Sohn. link ↗
如何引用本页
ScholarGate. (2026, June 3). Slope Stability Analysis Using Bishop and Janbu Methods. ScholarGate. https://scholargate.app/zh/civil-engineering/slope-stability
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