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Evaluating Self-Weight Consolidation for Dredged Soil Mixed with Coarse-Grained Soils

机译:疏with土与粗粒土混合的自重固结评估

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摘要

The sedimentation and self-weight consolidation of dredged soil is influenced by segregating sedimentation. Various problems occur depending on the sedimentation characteristics, which are difficult to predict. Accordingly, the authors calculated the volume and density ratios for a fine-grained soil layer in dredged soil after the completion of sedimentation and self-weight consolidation. Then, they calculated the resulting settlement. This method was found to be effective for evaluating the settlement caused by sedimentation and self-weight consolidation.
机译:疏soil土壤的沉降和自重固结受偏析沉降的影响。取决于沉淀特性,会出现各种问题,这些问题很难预测。因此,作者计算了沉降和自重固结完成后疏dr土壤中细颗粒土层的体积和密度比。然后,他们计算了最终的结算额。发现该方法对于评估由沉降和自重固结引起的沉降是有效的。

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