广东水利水电
廣東水利水電
엄동수이수전
GUANGDONG WATER RESOURCES AND HYDROPOWER
2014年
8期
55-57
,共3页
王飞%李川%杜秀忠%方大勇%孙昌利
王飛%李川%杜秀忠%方大勇%孫昌利
왕비%리천%두수충%방대용%손창리
参数反算%岸坡稳定%监测结果
參數反算%岸坡穩定%鑑測結果
삼수반산%안파은정%감측결과
calculating certain parameters%stable slope%monitoring results
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。
根據岸坡穩定現狀反算軟土的彊度參數，併運用反算的彊度參數分析圍堰基坑降水後岸坡的穩定，從而對設計方案進一步優化。參攷岸坡沉降和位移鑑測結果麯線，岸坡已基本趨于穩定。該分析方法值得工程技術人員參攷藉鑒。
근거안파은정현상반산연토적강도삼수，병운용반산적강도삼수분석위언기갱강수후안파적은정，종이대설계방안진일보우화。삼고안파침강화위이감측결과곡선，안파이기본추우은정。해분석방법치득공정기술인원삼고차감。
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 .
