排水条件下软土复合固结系数分析

Ji-hui Ding, Kaikai You, Zhongmin Feng, Dongxu Sun
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引用次数: 2

摘要

固结系数是计算土层固结速率的最基本参数,水平固结系数控制着向排水井的径向水流。以广东汕头软土为背景,利用改进的固结仪对其固结特性进行了一系列试验研究。提出了排水水体复合固结系数的概念。复合固结系数反映了排水软土的固结特性,试验结果表明:1)排水板固结试验与荷载压缩曲线基本一致,但其固结速率较快,由复合固结系数反映。2)在有排水的水体固结试验中,采用“三点法”计算竖向固结系数和径向固结系数,得到复合固结系数。复合固结系数随排水间距比、有效排水直径和排水高度的增大而减小,与理论公式基本一致。3)竖向固结系数和径向固结系数随试件直径的增大而减小,且在荷载较大时差异明显。直径为100 mm、高度为100 mm的大尺寸模型竖向固结系数约为常规固结试验的1.35倍。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Composite Consolidation Coefficient Analysis of Soft Soil with Drainage Water
The consolidation coefficient is the most basic parameter to calculate the consolidation rate of soil layer, and the horizontal consolidation coefficient controls the radial water flow into the drainage well. Based on the background of the soft soil in Shantou, Guangdong Province, a series of experimental studies on the consolidation characteristics were carried out by using the modified consolidation instrument. And the concept of the composite consolidation coefficient of the drained water body was put forward. The composite consolidation coefficient reflects the consolidation characteristics of soft soil with drainage water, The test results showed that: 1) The consolidation test with drainage plate is basically consistent with the load compression curve, but its consolidation rate is fast, which is reflected by the composite consolidation coefficient. 2) In the consolidation test of water bodies with drainage, the vertical consolidation coefficient and radial consolidation coefficient are calculated by “three-point method”, and then the composite consolidation coefficient is obtained. The composite consolidation coefficient decreases with the increase of drain spacing ratio, effective drainage diameter and drainage height, which is basically consistent with the theoretical formula. 3) The vertical consolidation coefficient and radial consolidation coefficient decrease with the increase of the diameter of the sample, and the difference is obvious when the load is large. The large-size model with a diameter of 100 mm and a height of 100 mm is about 1.35 times of the vertical consolidation coefficient of the conventional consolidation test.
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