摘要
析了人防洞卸荷压力拱存在的条件及其承载力的大小，给出了人防洞荷载的计算方法，并结合工程实践提出建筑地基中人防洞的几种加固处理方案．
This paper analyses the existing condition and limit strength of unloaded stressarch of airraid shelter. A calculating method of load acting in airraid shelter is given. Several strengthening measures of airraid shelter in building foundation are put forward by connecting engineering practice.
出处
《湖南城建高等专科学校学报》
2001年第1期29-31,共3页
Journal of Hunan Urban Construction College
关键词
人防洞
卸荷拱
荷载
加固
建筑地基
airraid shelter
unloaded stressarch
load
strengthening
