Drying effect on the microstructure, water retention and stiffness of compacted salinised loess

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Bobo Jia, Yujun Cui, Wenwu Chen, Haoxin Chen
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Abstract

Salt-induced deterioration is a major issue for earthen structures on the Chinese Loess Plateau. This study investigated the soil-water retention curve (SWRC) of loess with 2% Na2SO4 (C0S2) or NaCl (C2S0) using the contact filter paper method and a chilled-mirror dew-point hygrometer (WP4C). Mercury intrusion porosimetry (MIP) was used to examine pore size distribution (PSD) evolution during drying, while the small-strain shear modulus (Gmax) was measured via bender element tests. The results showed that salt-free loess and Na2SO4-amended loess followed a “bimodal-trimodal-bimodal” PSD evolution during drying, whereas NaCl-amended loess maintained a consistent bimodal pattern. Before crystallisation, Na2SO4 reduced micro- and meso-pores while expanding macro-pores, altering the pore structure. In contrast, NaCl maintained a more uniform pore size distribution, preserving the soil microstructure. NaCl also generated higher osmotic suction than Na2SO4, and the difference between both increased as Na2SO4 crystallised earlier. However, the influence of osmotic suction weakened as drying progressed. Before crystallisation, matric suction enhanced interparticle attraction, increasing Gmax, while osmotic suction provided additional tensile forces. As salts crystallised, osmotic suction declined, and pore filling stabilised meso-pore structures. In the final drying stage, osmotic suction became negligible, matric suction dominated, and Na2SO4 crystallisation expansion in C0S2 disrupted particle arrangements, potentially reducing Gmax.

干燥对盐渍化黄土压实后微观结构、保水性和刚度的影响
盐渍侵蚀是黄土高原土质结构的主要问题。采用接触滤纸法和冷镜露点湿度计(WP4C)研究了2% Na2SO4 (C0S2)或NaCl (c2so0)条件下黄土的土壤保水曲线(SWRC)。采用压汞孔隙度法(MIP)检测干燥过程中孔隙尺寸分布(PSD)的变化,通过弯曲单元试验测量小应变剪切模量(Gmax)。结果表明:无盐黄土和na2so4改性黄土在干燥过程中均呈现“双峰-三峰-双峰”的PSD演化模式,而nacl改性黄土则保持一致的双峰演化模式。在结晶前,Na2SO4减少了微孔和介孔,同时扩大了宏观孔,改变了孔隙结构。相比之下,NaCl保持了更均匀的孔隙大小分布,保持了土壤的微观结构。NaCl比Na2SO4产生更高的渗透吸力,且两者的差异随着Na2SO4结晶时间的提前而增大。随着干燥的进行,渗透吸力的影响逐渐减弱。在结晶之前,基质吸力增强了颗粒间的吸引力,增加了Gmax,而渗透吸力提供了额外的拉力。随着盐的结晶,渗透吸力下降,孔隙填充稳定了介孔结构。在最后的干燥阶段,渗透吸力变得可以忽略不计,基质吸力占主导地位,Na2SO4在C0S2中的结晶膨胀破坏了颗粒排列,可能降低Gmax。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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