摘要
介绍了深基坑隆起破坏稳定性分析的极限状态方程,根据工程实际情况,进行了力学参数实验和数据统计处理,计算了深基坑隆起失稳的模糊破坏概率和模糊可靠度,结果说明,模糊可靠度能够反映深基坑的实际稳定状况。
The stability analysis equation of the limiting condition of the deep foundation pit of upheaval destruction is put forward. According to the actual project situation, the mechanics parameters experiment and data statistics is carried on, the deep foundation pit fuzzy destruction probability and the fuzzy reliability is calculated. The computed result shows that the fuzzy reliability can reflect the reality stable condition of the deep foundation pit.
出处
《山西建筑》
2006年第15期96-97,共2页
Shanxi Architecture
关键词
深基坑
隆起破坏
模糊可靠度
破坏概率
deep foundation pit, upheaval destruction, fuzzy reliability, destruction probability
