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 。
In this paper the stabilization of ground reinforced by plastic drain board is analyzed and calculated by reliability method. The reliable index is calculated by polyhedron error function, based on studying variability of the shearing strength of reinforced ground. The standard of ground stable index is proposed through some practical works.
出处
《重庆建筑大学学报》
CSCD
2001年第5期41-44,共4页
Journal of Chongqing Jianzhu University