摘要
岸坡稳定性是决定高桩码头整体安全性的关键因素。对某码头岸坡淤积情况进行了实地检测,采用有限元强度折减法对淤积前后岸坡安全系数进行了计算,计算结果表明淤积后岸坡的安全系数大大降低,虽仍处于安全状态,但安全储备已较低。根基检测和计算结果,建议进行削坡处理,确保码头安全运营。
The stability of slope is the key factor to determine the overall safety of piled wharf. The safety factor of the slope before and after deposition is calculated by using the strength reduction method in the finite element method in this paper. The calculation results show that the safety factor of the slope after sedimentation is greatly reduced and the safety factor is still in a safe state, but the safety reserve has been low. Foundation detection and calculation results the proposed slope cutting treatment to ensure the safe operation of the terminal.
出处
《港工技术》
2016年第B12期14-17,共4页
Port Engineering Technology
