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Experimental Study on Influence of Adsorbed Bound Water on Strength and Permeability Characteristics of High Liquid Limit Soil
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(1.Hainan Transportation Engineering Construction Bureau , Haikou , Hainan 570100 , China ; 2.School of Traffic & Transport Engineering , Changsha University of Science & Technology , Changsha , Hunan 410114 , China )

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U416

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    Abstract:

    In order to reveal the influence of adsorbed bound water on the strength and permeability characteristics of high liquid limit soil,the initial adsorbed bound water content of the high liquid limit soil specimens from Hunan and Hainan was controlled by different concentrations of sodium chloride solution,and thermogravimetric analysis method was used to determine the content.The direct shear test,unconfined compressive strength test,and permeability test were carried out.The results show that the adsorbed bound water content decreases with the increase in salt solution concentration,while the strong bound water content is basically unchanged.The adsorbed bound water has a high viscosity,low activity,and certain solid-like properties.With the decrease in the adsorbed bound water content,the shear strength and compressive strength of the specimens decrease.In the process of permeation,the permeability coefficient first increases and then decreases with the decrease in adsorbed bound water content,but the final permeability coefficient is greater than the initial value.The research results can provide a reference for the use of high liquid limit soil as subgrade filler.

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符策源,周世杰.吸附结合水对高液限土强度和渗透特性的影响试验研究[J]. Journal of China and Foreign Highway,2024,44(3):19-25.
FU Ceyuan, ZHOU Shijie. Experimental Study on Influence of Adsorbed Bound Water on Strength and Permeability Characteristics of High Liquid Limit Soil[J]. Journal of China and Foreign Highway,2024,44(3):19-25.

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History
  • Received:June 20,2023
  • Revised:
  • Adopted:
  • Online: June 27,2024
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