Zhong Han , Lin Zhang , Erxun Wu , Luqiang Ding , Huaiping Feng , Zhiren Dai , Weilie Zou
{"title":"不同温湿循环条件下粘性土的动力特性","authors":"Zhong Han , Lin Zhang , Erxun Wu , Luqiang Ding , Huaiping Feng , Zhiren Dai , Weilie Zou","doi":"10.1016/j.enggeo.2025.108389","DOIUrl":null,"url":null,"abstract":"<div><div>This study investigates the pore structure, water-retention capacity, and dynamic characteristics (including the resilient modulus <em>M</em><sub>R</sub>, accumulated plastic strain <em>ε</em><sub>p</sub>, and damping ratio <em>λ</em>) of a clayey pavement subgrade soil that has been subjected to different moisture-temperature cycling conditions. Three distinct moisture-temperature cycling conditions are designed by combining freeze-thaw and wetting-drying processes in different sequences to simulate complex environmental actions. Experimental results reveal that (i) when the impacts of the moisture and temperature have reached equilibrium, the soil exhibits comparable pore-structural, water-retention, and dynamic characteristics across different moisture-temperature cycling conditions; (ii) moisture-temperature cycling induces significant pore structure evolutions, which are characterized by micropore contraction and macropore development. These morphological changes directly affect the soil-water characteristic curve (SWCC), manifesting as reductions in the air-entry value and decreases in the slope of the SWCC in the transition zone slope; (iii) freeze-thaw cycles increase the moisture sensitivity of the <em>ε</em><sub>p</sub> but impose minor impacts on that of the <em>M</em><sub>R</sub> and <em>λ</em>. Under unsaturated conditions, the <em>ε</em><sub>p</sub> and <em>M</em><sub>R</sub> constitute consistent relationships with suction regardless of freeze-thaw histories; (iv) there are linear relationships between the <em>ε</em><sub>p</sub>, <em>M</em><sub>R</sub>, and <em>λ</em> during cyclic loading, which show strong dependence on the humidity and freeze-thaw conditions. For specimens under different external stress, humidity, and freeze-thaw conditions, the relationships between their <em>ε</em><sub>p</sub> and <em>M</em><sub>R</sub> at the end of long-term cyclic loadings show consistent nonlinear relationships, which can be well described by a simple model. Ten machine-learning approaches were employed to predict the <em>ε</em><sub>p</sub> from the soil's stress state and moisture-temperature conditions. The Bayesian Neural Networks were found to be most capable in terms of computational precision and efficiency.</div></div>","PeriodicalId":11567,"journal":{"name":"Engineering Geology","volume":"357 ","pages":"Article 108389"},"PeriodicalIF":8.4000,"publicationDate":"2025-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Dynamic characteristics of a clayey soil under different moisture-temperature cycling conditions\",\"authors\":\"Zhong Han , Lin Zhang , Erxun Wu , Luqiang Ding , Huaiping Feng , Zhiren Dai , Weilie Zou\",\"doi\":\"10.1016/j.enggeo.2025.108389\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study investigates the pore structure, water-retention capacity, and dynamic characteristics (including the resilient modulus <em>M</em><sub>R</sub>, accumulated plastic strain <em>ε</em><sub>p</sub>, and damping ratio <em>λ</em>) of a clayey pavement subgrade soil that has been subjected to different moisture-temperature cycling conditions. Three distinct moisture-temperature cycling conditions are designed by combining freeze-thaw and wetting-drying processes in different sequences to simulate complex environmental actions. Experimental results reveal that (i) when the impacts of the moisture and temperature have reached equilibrium, the soil exhibits comparable pore-structural, water-retention, and dynamic characteristics across different moisture-temperature cycling conditions; (ii) moisture-temperature cycling induces significant pore structure evolutions, which are characterized by micropore contraction and macropore development. These morphological changes directly affect the soil-water characteristic curve (SWCC), manifesting as reductions in the air-entry value and decreases in the slope of the SWCC in the transition zone slope; (iii) freeze-thaw cycles increase the moisture sensitivity of the <em>ε</em><sub>p</sub> but impose minor impacts on that of the <em>M</em><sub>R</sub> and <em>λ</em>. Under unsaturated conditions, the <em>ε</em><sub>p</sub> and <em>M</em><sub>R</sub> constitute consistent relationships with suction regardless of freeze-thaw histories; (iv) there are linear relationships between the <em>ε</em><sub>p</sub>, <em>M</em><sub>R</sub>, and <em>λ</em> during cyclic loading, which show strong dependence on the humidity and freeze-thaw conditions. For specimens under different external stress, humidity, and freeze-thaw conditions, the relationships between their <em>ε</em><sub>p</sub> and <em>M</em><sub>R</sub> at the end of long-term cyclic loadings show consistent nonlinear relationships, which can be well described by a simple model. Ten machine-learning approaches were employed to predict the <em>ε</em><sub>p</sub> from the soil's stress state and moisture-temperature conditions. The Bayesian Neural Networks were found to be most capable in terms of computational precision and efficiency.</div></div>\",\"PeriodicalId\":11567,\"journal\":{\"name\":\"Engineering Geology\",\"volume\":\"357 \",\"pages\":\"Article 108389\"},\"PeriodicalIF\":8.4000,\"publicationDate\":\"2025-10-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Geology\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0013795225004855\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Geology","FirstCategoryId":"89","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0013795225004855","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Dynamic characteristics of a clayey soil under different moisture-temperature cycling conditions
This study investigates the pore structure, water-retention capacity, and dynamic characteristics (including the resilient modulus MR, accumulated plastic strain εp, and damping ratio λ) of a clayey pavement subgrade soil that has been subjected to different moisture-temperature cycling conditions. Three distinct moisture-temperature cycling conditions are designed by combining freeze-thaw and wetting-drying processes in different sequences to simulate complex environmental actions. Experimental results reveal that (i) when the impacts of the moisture and temperature have reached equilibrium, the soil exhibits comparable pore-structural, water-retention, and dynamic characteristics across different moisture-temperature cycling conditions; (ii) moisture-temperature cycling induces significant pore structure evolutions, which are characterized by micropore contraction and macropore development. These morphological changes directly affect the soil-water characteristic curve (SWCC), manifesting as reductions in the air-entry value and decreases in the slope of the SWCC in the transition zone slope; (iii) freeze-thaw cycles increase the moisture sensitivity of the εp but impose minor impacts on that of the MR and λ. Under unsaturated conditions, the εp and MR constitute consistent relationships with suction regardless of freeze-thaw histories; (iv) there are linear relationships between the εp, MR, and λ during cyclic loading, which show strong dependence on the humidity and freeze-thaw conditions. For specimens under different external stress, humidity, and freeze-thaw conditions, the relationships between their εp and MR at the end of long-term cyclic loadings show consistent nonlinear relationships, which can be well described by a simple model. Ten machine-learning approaches were employed to predict the εp from the soil's stress state and moisture-temperature conditions. The Bayesian Neural Networks were found to be most capable in terms of computational precision and efficiency.
期刊介绍:
Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.