摘要
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。
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 .
出处
《广东水利水电》
2014年第8期55-57,共3页
Guangdong Water Resources and Hydropower
关键词
参数反算
岸坡稳定
监测结果
calculating certain parameters
stable slope
monitoring results
