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Performance-dependent Humidity State Division of Subgrade in Seasonal Frozen Region

机译:季节性冰冻地区路基性能相关湿度状态分区

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Short-term surge in the spring thaw of liquid water is one of the root causes of structural performance of subgrade weakening seasonal frozen region. Ice and water phase transition changed the strength and deformation of subgrade. Especially in wet soil near the freezing line is serious; excessive moisture caused the subgrade structural stability and resistance to deformation is significantly reduced. This article beyonds the conventional definition of seasonal frozen soil area subgrade state. Division method is proposed for the performance of seasonal frozen soil area subgrade humidity conditions. Introduction of the "weak subgrade layer" concept to characterize thawing ice mixed state under the most unfavorable state of subgrade. To study the source of subgrade humidity and its main influencing factors in seasonal frozen region. To grasp time and space distribution characteristics of seasonal frozen subgrade humidity. To build classification method of subgrade modulus and deformation decay. To divided subgrade humidity state into the normal balance, the completely frozen and the ice-water mixed base on the correlation between structure performance and seasonal fluctuations of subgrade humidity. To determine the harmful period comprehensively for subgrade structure performance combination with freezing front and subgrade work area in seasonal frozen region. Emphatically analysis on the evolution law of subgrade performance at thawing ice-water mixed period.
机译:液态水春季融化的短期激增是路基季节性冻结区域结构性减弱的根本原因之一。冰和水的相变改变了路基的强度和变形。特别是在冻结线附近的潮湿土壤中严重;过多的水分导致路基的结构稳定性和抗变形能力大大降低。本文超越了季节性冻土地区路基状态的常规定义。针对季节性冻土地区路基湿度条件,提出了划分方法。引入“弱路基层”概念来表征最不利路基状态下的融化冰混合状态。研究季节性冻区路基湿度的来源及其主要影响因素。掌握季节性冻结路基湿度的时空分布特征。建立路基模量和变形衰减的分类方法。为了将路基湿度状态分为正常平衡,完全冻结和冰水混合,要根据路基湿度的结构性能和季节波动之间的相关性。综合确定季节性冻区路基和路基工作区域对路基结构性能的危害期。着重分析了冰水混合时期路基性能的演化规律。

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