Analysis of variables affecting the change in the coefficient of clay soils’ moisture conductivity

A. Sukhorukov, Mariya Badina, V. Churilin, A. Burlutsky, Vitaliy Sivolap
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Abstract

The paper analyzes studies to determine the coefficient of soil moisture conductivity, conducted by various authors, while it is established that the humidity and density of clay soil have a significant impact on its value. Methods for determining soil moisture conductivity are considered. The study’s purpose is stated, which consists in establishing the influence of variables on the change in the coefficient of clay soil moisture conductivity used for the construction of the earth roadbed in Western Siberia. The article considers the key issues of preparing and conducting the experimental part of the study. To set up the experiment, a full factorial experiment model of second-order rotatable planning was chosen. For the experiment, the soil was selected, the selection of which was made from the working layer of the Tobolsk — Tara — Tomsk highway earth roadbed at the Tara — Sedelnikovo section in the Omsk region. The authors conducted obtained research results processing by mathematical statistics methods. It has been established that the moisture conductivity values and the moisture flow intensity are slightly affected by the variable «initial humidity», the variables «mass of water, soil density, water level, total moisture capacity, moistening time» have the greatest influence. The factor analysis of the obtained results showed that the test procedure for determining the coefficient of moisture conductivity according to Sectoral Highway Regulations 218.046-01 in the PKFG-F device evaluates the moisture transfer in the soil of capillary moisture with the effect of water column pressure. The studies carried out in the work indicate a noticeable influence of the variable «mass of water» and a slight influence of the variable «initial moisture», which may indicate that the film mechanism of moisture migration is not taken into account when testing the soil under study in the PKVG-Futurum device. The article was written based on the author’s dissertation research on the topic “Justification of the regional calculated values of the clay soils characteristics for the pavement design in Western Siberia” (Siberian Transport University, Novosibirsk, 2017) in terms of using the experiment results to determine the moisture conductivity coefficient.
影响粘土水分导电性系数变化的因素分析
本文分析了不同作者为确定土壤水分传导系数所做的研究,确定了粘土的湿度和密度对其数值有显著影响。考虑了测定土壤水分传导性的方法。本研究的目的是确定变量对西伯利亚西部土质路基施工所用粘土水分传导系数变化的影响。本文考虑了准备和开展实验部分研究的关键问题。为了建立实验,选择了二阶可旋转规划的全因子实验模型。在试验中,选择的土壤是在鄂木斯克地区塔拉-塞德尔尼科沃路段的托博尔斯克-塔拉-托木斯克高速公路土路基的工作层中选择的。采用数理统计方法对所得研究结果进行处理。结果表明:湿导率值和湿流强度受初始湿度的影响较小,受含水量、土壤密度、水位、总湿容、润湿时间的影响最大。对所得结果进行因子分析表明,PKFG-F装置中根据《部门公路规程》218.046-01测定水分传导系数的试验程序,评价了受水柱压力影响的毛细水分在土壤中的水分传递。工作中进行的研究表明,可变的“水质量”影响明显,而可变的“初始湿度”影响轻微,这可能表明PKVG-Futurum装置在测试所研究的土壤时没有考虑水分迁移的薄膜机制。本文基于作者的论文研究课题“西伯利亚西部地区路面设计中粘土特征区域计算值的论证”(西伯利亚交通大学,新西伯利亚,2017),利用实验结果确定湿导系数。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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