摘要
文中根据天然地基土层极限破坏的基本形式,简要分析了对其产生影响的外部因素和内部因素,并根据实际案例分析和对比,较深入地理解地基规范GB50007-2011第5.2.4条计算公式中相关参数的物理意义。
According to the basic form of ultimate failure of natural foundation soil layer, this paper briefly analyzes the external and internal factors that affect its occurrence, and deeply understands the physical significance of the relevant parameters in the calculation formula of Article 5.2.4 of the foundation code GB50007-2011 based on the analysis and comparison of actual cases.
作者
蔡景显
Cai Jingxian(Leizhi Design Group Co.Ltd.,Quanzhou,Fujian 362000)
出处
《江西建材》
2021年第3期86-87,共2页
Jiangxi Building Materials
关键词
地基土破坏形式
地基承载力修正系数
地基承载力等效修正深度
Failure form of foundation soil
Correction coefficient of foundation bearing capacity
Equivalent correction depth of foundation bearing capacity