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基于颗分曲线预测可降解土体土水特征曲线的初探研究
引用本文:徐晓兵,陈云敏,张旭俊,肖电坤.基于颗分曲线预测可降解土体土水特征曲线的初探研究[J].土木工程学报,2016,49(12):108-113.
作者姓名:徐晓兵  陈云敏  张旭俊  肖电坤
作者单位:1. 浙江工业大学岩土工程研究所, 浙江杭州 310014 2. 浙江大学岩土工程研究所, 浙江杭州 310058 3. 浙江大学软弱土与环境土工教育部重点实验室, 浙江杭州 310058
摘    要:可降解土体的土水特征曲线测试较复杂,文中改进了Arya-Paris模型,通过颗分曲线和孔隙比来预测土体的土水特征曲线,获得的微分形式的计算模型能够应用颗分曲线的连续表达公式预测土水特征曲线,避免了人为划分颗分曲线进行计算带来的较大偏差|针对可降解土体,提出指数形式的颗分曲线计算模型描述降解过程中固相颗粒粒径的衰变。利用上述改进后的土水特征曲线预测模型和可降解土体的颗分曲线计算模型,基于不同龄期城市固废钻孔样颗分曲线的实测数据,对不同龄期城市固废钻孔样的土水特征曲线进行了预测。通过与实测结果对比发现,预测结果能够较好的反映降解引起城市固废持水特性衰变的总体规律,即城市固废持水能力随着龄期的增大而增加。文中理论工作为研究其他类型可降解土体(不同降解模式)持水特性衰变规律奠定了一定基础。

关 键 词:土水特征曲线    降解    颗粒级配    孔隙比    含水量  

Prediction on the soil-water characteristic curve of degradable soil from particle-size distribution curve
Xu Xiaobing,Chen Yunmin,Zhang Xujun,Xiao Diankun.Prediction on the soil-water characteristic curve of degradable soil from particle-size distribution curve[J].China Civil Engineering Journal,2016,49(12):108-113.
Authors:Xu Xiaobing  Chen Yunmin  Zhang Xujun  Xiao Diankun
Affiliation:1. Institute of Geotechnical Engineering, Zhejiang University of Technology, Hangzhou 310014, China 2. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China 3. Key Laboratory of Soft Soils and Geoenvironmental Engineering of the Ministry of Education, Zhejiang University, Hangzhou 310058, China
Abstract:Testing soil-water characteristic curve (SWCC) of degradable soil is rather complex. The Arya-Paris model was modified to predict SWCC of degradable soil from particle-size distribution (PSD) curve and void ratio. The modified model expressed in the differential form could use continuous PSD data, and hence avoid the prediction error caused by artificial division of PSD curve. An exponential model describing the changing of PSD with degradation time was established for degradable soil. Based on the above models, SWCCs of borehole municipal solid waste (MSW) specimens were predicted from the tested PSD curves. The comparison between predicted and tested SWCCs indicated that the proposed models could capture the changing behavior of SWCC with degradation for MSW: higher water retention capacity for the MSW with larger fill age. The theoretical work in this study would be helpful for studying the changing behavior of SWCC for other kinds of degradable soil.
Keywords:soil-water characteristic curve  degradation  particle-size distribution  void ratio  water content  
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