摘要
根据影响岩石地基稳定性因素的模糊性和层次性 ,建立了岩石地基稳定性评价的二级模糊评判数学模型 ,通过实际工程应用表明 ,该模型是有效的。
Base on the fuzziness and hiberarchy of factors affecting the stability of rocky foundation,a two-step fuzzy synthetic evaluation model about the stability of rocky foundation is presented in this article. And the result of its application proves that this model is effective.
出处
《山西建筑》
2005年第2期47-49,共3页
Shanxi Architecture
关键词
模糊
稳定性
岩基
fuzzy, stability, rocky foundation
