冻融循环下盐渍土力学特性及本构模型研究综述

    Review on mechanical properties of saline soil under freeze-thaw cycles and constitutive model research

    • 摘要: 盐渍土在冻融循环的作用下工程和力学性质会变差,对工程建设不利。主要对近年来在冻融循环作用下盐渍土的力学特性以及应力应变本构模型方面的研究成果进行了综述。冻融循环作用会破坏土体微观结构,使得土体内部结构和胶结方式发生改变,这与其宏观力学特性具有良好的映射性;盐渍土力学强度主要受冻融循环次数、含盐类别、含水量以及含盐量等因素的影响,不同条件下其变化规律不尽相同。目前,针对冻融循环作用下盐渍土的本构模型研究未考虑实际工程中复杂的外界环境,取得的成果相对较少。同时,今后针对冻融循环作用下盐渍土的研究应主要集中在现场试验、本构模型以及混合盐盐渍土等方面。

       

      Abstract: Under the action of freeze-thaw cycles,the engineering and mechanical properties of saline soils deteriorate,which is disadvantageous to the construction of projects.This article mainly summarized the recent research results on the mechanical properties and stress-strain constitutive models of saline soil under the action of freeze-thaw cycles.The freeze-thaw cycle will destroy the micro-structure of the soil and cause the change of internal structure and cementation,which would manifest on the macro-mechanical features.The mechanical strength of saline soil is mainly affected by the number of freeze-thaw cycles,the type of salt,the water content,and the salt content,so the change law is different under different conditions.At present,the research on the constitutive model of saline soil under the action of freeze-thaw cycles does not consider the complicated external environment in actual engineering,and has relatively few results.Future research on saline soils under freeze-thaw cycles should mainly focus on field tests,constitutive models and saline soils of mixed saline.

       

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