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Incorporating geological structures in hazard assessment of rock slopes

Incorporating geological structures in hazard assessment of rock slopes
将地质结构纳入岩质边坡灾害评估
批准号：
365086-2008
负责人：
Tannant, Dwayne
金额：
$0.51万
依托单位：
University of British Columbia
依托单位国家：
加拿大
项目类别：
Strategic Projects - Group
财政年份：
2011
资助国家：
加拿大
项目状态：
已结题
起止时间：
2011-01-01 至 2012-12-31
来源：
https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=483399
关键词：
Incorporatinggeologicalstructureshazardassessment

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中文摘要
翻译
在加拿大西部的山区，岩石斜坡的危险尤其令人烦恼。陡岩边坡稳定性评估的一个主要挑战是通过不连续或节理岩石预测可能的破坏模式。稳定性评价必须基于构造良好的地质模型。总体研究目标是产生可靠地估计岩质边坡稳定性或破坏概率的方法，这是风险评估和减灾措施设计所必需的。岩质边坡稳定性评价必须考虑现有地质结构的几何特性和强度特性的变异性。这项研究将涉及实施技术和程序
英文摘要
Rock slope hazards are particularly troublesome the mountainous terrain of western Canada. A major challenge in the stability assessment of steep rock slopes is prediction of likely failure modes through discontinuous or jointed rock. Stability assessment must be based on well-constructed geological models. The overall research objective is to produce methods for reliably estimating the stability or probability of failure of rock slopes, which is required for risk assessment and design of mitigative measures. Rock slope stability assessment must taking into account the variability of geometric and strength properties of existing geological structures. The research will involve implementing technologies and procedures for
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