摘要
就《规范》公式确定地基承载力时没限定持力层厚度这一不足提出了自已的看法 。
For the formula of foundation bearing capacity in “code” does not include the thickness of the bearing layer, the author analyzes the relations between total stress and the foundation bearing capacity in different combination of the stratum.
出处
《地质灾害与环境保护》
2001年第1期40-42,共3页
Journal of Geological Hazards and Environment Preservation
关键词
地基承载力
自重应力
附加应力
持力层
下卧层
foundation bearing capacity
gravity stress
bearing layer
underlying bed
