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关于挡土墙抗倾覆稳定性的计算

姚存锴 吴钊

西北水电Issue(5):20-23,4.
西北水电Issue(5):20-23,4.DOI:10.3969/j.issn.1006-2610.2016.05.005

关于挡土墙抗倾覆稳定性的计算

Calculation of Stability Against Overturning of Retaining Wall

姚存锴 1吴钊1

作者信息

  • 1. 西安市水利规划勘测设计院,西安 710054
  • 折叠

摘要

Abstract

The new formula for calculation of the safety factor of the stability against overturning of the retaining wall on rock foundation is doubted. It suggests that the conventional formula shall be still utilized because it is rational, its meaning is definite and the result is sole. Regarding the retaining wall on the earth and when the ratio of the maximum value to the minimum value of the stress on the foundation bot-tom satisfies the requirement in the code, the safety factor of the stability against overturning of the retaining wall meets the requirement in the code. Namely, the retaining wall against overturning is stable. Its stability against overturning is not necessary to verify.

关键词

挡土墙/抗倾覆稳定性/计算

Key words

retaining wall/stability against overturning/calculation

分类

建筑与水利

引用本文复制引用

姚存锴,吴钊..关于挡土墙抗倾覆稳定性的计算[J].西北水电,2016,(5):20-23,4.

西北水电

1006-2610

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