【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。更多还原

【Abstract】 According to the actual stability,the strength parameters of the soft soil have been back calculated,and then the cofferdam 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.更多还原