不同温湿循环条件下粘性土的动力特性

IF 8.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Zhong Han , Lin Zhang , Erxun Wu , Luqiang Ding , Huaiping Feng , Zhiren Dai , Weilie Zou
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引用次数: 0

摘要

研究了不同温湿循环条件下粘性路面路基土的孔隙结构、保水能力和动力特性(包括弹性模量MR、累积塑性应变εp和阻尼比λ)。设计了三种不同的湿温循环条件,结合不同顺序的冻融和干湿过程来模拟复杂的环境作用。实验结果表明:(1)当温度和水分的影响达到平衡时,不同温度和水分循环条件下土壤的孔隙结构、保水性和动力特性具有可比性;(2)湿温循环导致孔隙结构显著演化,以微孔收缩和大孔发育为特征。这些形态变化直接影响土壤-水特征曲线(SWCC),表现为过渡带坡面入风值减小,SWCC坡面坡度减小;冻融循环增加了εp的水分敏感性,但对MR和λ的水分敏感性影响较小。在非饱和条件下,无论冻融历史如何,εp和MR与吸力的关系都是一致的;(iv)循环加载过程中εp、MR和λ之间存在线性关系,且与湿度和冻融条件有较强的相关性。对于不同外部应力、湿度和冻融条件下的试件,其长期循环加载结束时εp与MR之间的关系表现为一致的非线性关系,可以用一个简单的模型很好地描述。采用10种机器学习方法从土壤应力状态和湿温条件预测εp。贝叶斯神经网络被发现在计算精度和效率方面是最有能力的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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.
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
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.
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