{"title":"Drying effect on the microstructure, water retention and stiffness of compacted salinised loess","authors":"Bobo Jia, Yujun Cui, Wenwu Chen, Haoxin Chen","doi":"10.1007/s10064-025-04444-3","DOIUrl":null,"url":null,"abstract":"<div><p>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% Na<sub>2</sub>SO<sub>4</sub> (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 (<i>G</i><sub>max</sub>) was measured via bender element tests. The results showed that salt-free loess and Na<sub>2</sub>SO<sub>4</sub>-amended loess followed a “bimodal-trimodal-bimodal” PSD evolution during drying, whereas NaCl-amended loess maintained a consistent bimodal pattern. Before crystallisation, Na<sub>2</sub>SO<sub>4</sub> 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 Na<sub>2</sub>SO<sub>4</sub>, and the difference between both increased as Na<sub>2</sub>SO<sub>4</sub> crystallised earlier. However, the influence of osmotic suction weakened as drying progressed. Before crystallisation, matric suction enhanced interparticle attraction, increasing <i>G</i><sub>max</sub>, 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 Na<sub>2</sub>SO<sub>4</sub> crystallisation expansion in C0S2 disrupted particle arrangements, potentially reducing <i>G</i><sub>max</sub>.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 9","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-08-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04444-3","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0
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.
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.