Analysis of anti-sliding stability and anti-seepage of Zhuliantang sluice
Based on AutoStable and AutoBank software,article analyzes the anti-sliding stability and anti-seepage of Zhuliantang sluice in Nanling.Considering the influence of the body weight of the lock chamber,the water pressure,the concentrated load of the lock chamber and the opening and closing equipment,and the uniform load of the traffic bridge,the lifting pressure acting on the gate floor is analyzed,and then the anti-sliding stability coefficient of the lock chamber is calculated.The concrete quantitative analysis shows that the stability coefficient of Zhuliantang gate in the design condition and the most unfavorable condition meets the specification requirements.Through seepage stability analy-sis,the hydraulic gradient of sluice meets the allowable value of geological prospecting data.The anti-sliding stability and anti-seepage analysis of Zhuliantang sluice provides a guarantee for its subsequent safe operation,and also provides some reference for the anti-sliding stability and anti-seepage analysis of other sluice.
sluiceanti-sliding stabilityanti-seepage analysisfinite element calculation
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