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物理化学效应对膨胀土收缩特性的影响机制

马田田 于海文 韦昌富 伊盼盼 姚传芹

岩土力学2024,Vol.45Issue(3):697-704,8.
岩土力学2024,Vol.45Issue(3):697-704,8.DOI:10.16285/j.rsm.2023.0508

物理化学效应对膨胀土收缩特性的影响机制

Mechanism of physicochemical effect on the shrinkage of expansive soil

马田田 1于海文 2韦昌富 1伊盼盼 1姚传芹3

作者信息

  • 1. 中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,湖北武汉 430071
  • 2. 中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,湖北武汉 430071||中国科学院大学,北京 100049
  • 3. 上海师范大学建筑工程学院,上海 200233
  • 折叠

摘要

Abstract

Due to the fixed negative charges in the skeleton of expansive soil,there are exchangeable cations between the layers that balance the negative charges in expansive soil.That makes the soil exhibit strong expansion and shrinkage properties.The research results show that the expansion and shrinkage of expansive soil will be affected by the chemical composition of the pore solution.In this paper,based on the strong expansive soil in Guangxi,a series of tests are carried out to investigate the soil-water retention curve(SWRC)and the soil shrinkage curve(SSC)for the soil saturated with solutions of different NaCl concentrations.To address this issue,the concept of intergranular stress is introduced,which takes into account the effects of osmosis,capillary,and adsorption.The results show that pore saline solution affects the SWRC through osmotic suction,with a lesser effect on matric suction.The shrinkage deformation of soil samples during the drying process is controlled by intergranular stress,similar to the phenomenon of pressure-induced consolidation.The majority of shrinkage occurs during the capillary stage,exhibiting elastoplastic deformation;less shrinkage occurs during the adsorption stage,which is characterized by elastic deformation.A cutoff point on the compression curve is identified to distinguish between the regimes of capillarity and adsorption,consistent with the independently measured SWRCs at different compactness.The intergranular stress is shown to better describe the chemo-mechanical behavior of expansive soil,particularly at low water content.

关键词

膨胀土/土-水特征曲线/收缩曲线/孔隙盐溶液/粒间应力

Key words

expansive soil/soil water retention curve/soil shrinkage curve/pore saline solution/intergranular stress

分类

建筑与水利

引用本文复制引用

马田田,于海文,韦昌富,伊盼盼,姚传芹..物理化学效应对膨胀土收缩特性的影响机制[J].岩土力学,2024,45(3):697-704,8.

基金项目

国家自然科学基金(No.41972290,No.51939011,No.12002243).This work was supported by the National Natural Science Foundation of China(41972290,51939011,12002243). (No.41972290,No.51939011,No.12002243)

岩土力学

OA北大核心CSTPCD

1000-7598

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