具有密实度时空变异性的非饱和路基水分迁移机制:一种新的土壤水力特性模型和多场耦合渗流框架

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Huiren Hu, Chenchen Li, Junhui Zhang, Junhui Peng, Sisi Chen, Houcheng Zhu
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引用次数: 0

摘要

路基密实度在初始施工后经常出现衰减和显著变异性。这些压实特性直接影响路基土的水力特性,进而影响路基湿度场的演化与平衡。本研究旨在建立考虑压实变率和衰减影响的水分迁移模型,揭示其对路基湿度场演化和平衡规律的影响。首先,建立了考虑压实度和上覆应力的水力特性模型,该模型具有较好的预测性能(R2 = 0.93)。然后,考虑随机和衰减,构造了紧度的时空演化方程。在有限元模型的基础上,提出了一种考虑水-机械-压实耦合效应的路基水分演化的有效计算方法。结果表明,所建立的路基含水率计算方法能较好地反映路基的压实特性。基质吸力急剧下降,含水率在大约4年内从初始状态逐渐增加,最终达到相对平衡。当压实度衰减5%时,平衡状态下的基质吸力和含水率增加约5%。随着紧度随机性的加入,基质吸力分布呈现锯齿状波动。各位置的平衡水分含量服从正态分布,拟合精度较高(R2 = 0.99)。这些发现可以为道路结构的概率设计提供理论依据,确保道路基础设施的长期稳定性和性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mechanisms of unsaturated subgrade moisture migration with compactness Spatiotemporal variability: a novel soil hydraulic characteristics model and multi-field coupled seepage framework

The subgrade compactness often exhibits decay after initial construction and significant variability. These characteristics of compactness directly impact the hydraulic characteristics of the subgrade soil, which in turn affect the evolution and equilibrium of the subgrade humidity field. This study aimed to develop a moisture migration model considering the influence of compactness variability and decay, and reveal its influence on the evolution and equilibrium laws of the subgrade humidity field. First, a new hydraulic characteristics model was developed incorporating the compactness and overlying stress, and exhibited good predictive performance (R2 = 0.93). Then, a spatiotemporal evolution equation for compactness was constructed considering the randomness and decay. Based on a finite element model, an efficient calculation method for subgrade moisture evolution was also developed considering the coupled effects of hydro-mechanical-compactness. The results indicated that the developed subgrade moisture calculation method thoroughly accounted for the compactness characteristics. Matric suction experienced a sharp decrease, with moisture content increasing from its initial state within approximately 4 years, eventually reaching a relative equilibrium. When the compactness decays by 5%, the matric suction and moisture content in the equilibrium state increased by about 5%. With the inclusion of the compactness randomness, the matric suction distribution displayed zigzag fluctuations. The equilibrium moisture content at each position followed a normal distribution with a high level of fitting accuracy (R2 = 0.99). These findings can provide a theoretical basis for the probabilistic design of road structures, ensuring the long-term stability and performance of road infrastructure.

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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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