摘要
基于现有基坑稳定评判方法不能全面表征基坑稳定性的缺陷 ,将干扰能量理论引入到基坑稳定评判中 ,提出了基坑安全稳定评判的干扰能量法 ,从能量的角度比较全面地评价基坑的整体及局部稳定性 .以润扬大桥南锚深基坑开挖稳定性研究为例 ,详细阐述了基于干扰能量法的基坑安全稳定评判的具体步骤 ,并对该基坑的安全稳定性进行了评价 .
In consideration of the fact that the method commonly used for stability evaluation of foundation pits cannot fully reflect the stability of foundation pits, the interference-energy theory is introduced, and an interference-energy method for stability evaluation of foundation pits is proposed. The present method can give an overall evaluation of the stability of the integral and local structure of foundation pits from the angle of energy. As an example, the present method is applied to stability analysis of the south anchor deep foundation pit of the Runyang Bridge during its excavation process, and the process of evaluation is introduced.
出处
《水利水电科技进展》
CSCD
2004年第3期27-30,共4页
Advances in Science and Technology of Water Resources
关键词
干扰能量法
基坑稳定性
安全系数
interference-energy method
stability of foundation pit
safety coefficient
