摘要
文章探索采用可靠度方法分析、计算塑板加固地基的稳定；根据塑板加固地基抗剪强度参数变异性的特点，介绍采用可变误差多面体法计算地基可靠指标；最后结合工程实例，对我国地基稳定可靠指标值的取用标准提出建议。
The method of analyzing and calculating stability of foundation consolidated byplastic drainage plate is explored. The way of calculating foundation reliability indices byadopting variable-errored polyhedron method and based on the characteristics of shear strengthparameters' variability concerning foundation consolidation by plastic drainage plate isintroduced. Combining project practice, suggestions to the standard adopted for the value offoundation stability reliability indices in China are put forward.
出处
《水运工程》
北大核心
1999年第11期14-17,共4页
Port & Waterway Engineering
