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作 者:黄万江[1] 胡胜刚[2] HUANG Wanjiang;HU Shenggang(Engineering Quality Supervision Station of Anqing Water Conservancy Bureau,Anqing 246003;Ministry of Water Resource Laboratory for Geotechnics and Key Engineering Projects,Yangtze River Scientific Research Institute,Wuhan 430010)
机构地区:[1]安庆市水利局工程质量监督站,安徽安庆246003 [2]长江科学院水利部岩土力学与工程重点实验室,武汉430010
出 处:《土工基础》2023年第3期531-534,538,共5页Soil Engineering and Foundation
摘 要:长江蓄滞洪区拟建堤基大部分堤段存在软土层,老堤堤基软土层经过多年固结,与堤脚外滩地或湖区的软土参数指标有所区别,拟建新堤堤身以老堤加培的方式形成。分析了拟加固工程老堤的病害特征。基于室内试验和原位测试方法,开展系列软土测试试验,根据试验结果分析了老堤堤基软土特性并确定了新建堤身稳定性优化设计参数指标建议值。基于类似工程堤防软基参数,提出了适用于待测加培堤基软土物理力学参数的估计方法,研究结果可为老堤加培形成的新堤软土参数获取提供一定指导。The proposed widened embankment for the flood storage and detention area construction project is over the soft soils.After years of consolidation,the soft soil properties under the existing embankment are different from the soft soil parameters outside the embankment influence zone.The proposed embankment body is formed by adding fill soils to the existing embankment.Firstly,the hazard characteristics of the existing embankment for the proposed reinforcement project were analyzed.Then,based on laboratory and in-situ testing methods,a series of soft soil tests were performed to determine the soft soil parameters inside and outside the existing embankment,and the recommended values of the stability optimization design parameters for the proposed embankment were determined.Finally,a new parameter determining and estimation method of the soft soil for existing embankment in the flood storage and detention areas was proposed based on the similar engineering embankment soft soil parameters.The evaluation results can provide some guidance for obtaining the parameters of the proposed embankment soft soil formed by the addition of exisitng embankment and for the design of proposed embankment.
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