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通过对不同加载方式下充灌砂袋体挤淤效果的测试,深入分析和讨论了地基土体强度与挤淤效果的关系,并用维持悬浮于淤泥中填体的挤淤深度、接触宽度及淤泥的强度指标之间的理论计算公式进行了验算。结果表明,该公式在新近吹填淤泥地质条件下对判定挤淤效果具有一定的指导意义。
The relationship between the strength of soil and the effect of sedimentation was analyzed and discussed in depth by the test of the effect of sedimentation under the different loading modes of sand bagging. With the help of maintaining the depth of silt suspension, contact width and sludge The strength of indicators between the theoretical calculation formula was checked. The results show that this formula is of guiding significance in judging the effect of silting and sedimentation under the newly developed muddy geological conditions.