参数反算在某水闸岸坡稳定分析中的应用

摘要

According to the actual stability , the strength parameters of the soft soil have been back calculated , and then the coffer-dam slope stability has been analyzed with the calculated intensity parameter , accordingly the optimum design scheme has been put forward.Based on the real-time monitoring, the slope maintains a stable state , so this analysis method has some referential value for engineering and technical personnel .%根据岸坡稳定现状反算软土的强度参数，并运用反算的强度参数分析围堰基坑降水后岸坡的稳定，从而对设计方案进一步优化。参考岸坡沉降和位移监测结果曲线，岸坡已基本趋于稳定。该分析方法值得工程技术人员参考借鉴。