Understanding the deterioration mechanism of Xiashu loess in dry-wet cycles

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Shaorui Sun, Jiaxuan Liu, Jihong Wei, Changsheng Pan, Haotian Fan, Kai Li
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Abstract

The development of cracks and deterioration of mechanical properties in aeolian deposits are common phenomena during dry-wet cycles. The redistribution of soil particles and the change of clay mineral aggregates are some of the reasons for the change in soil properties in this process. In this paper, the physical and mechanical properties, apparent digital images, and scanning electron microscopy (SEM) were used jointly to analyze the properties of silty clays (Xiashu loess) during the dry-wet cycle. The amplitude design of the dry-wet cycle is 2.52%-28.39%, and the number of cycles was designed to be 2,4,6,8and 10 times. The results show that the shrinkage and breakage of clay minerals and the release of pore water stress are caused by the change in water content leading to the redistribution of aggregate particles. The permeability and swelling ability of soil tend to be stable, indicating the stable trend of particle redistribution. The soil cohesion and internal friction angle have an exponential relationship with the number of dry-wet cycles, and the exponential relationship parameters are related to the soil type. Based on the analysis of particle migration, it can better explain the reasons for the deterioration of soil mechanical properties.

干湿循环下蜀黄土劣化机理研究
在干湿循环过程中,风成沉积物中裂纹的发育和力学性能的恶化是常见的现象。土壤颗粒的重新分配和黏土矿物团聚体的变化是这一过程中土壤性质变化的原因。本文采用物理力学特性、视数字图像和扫描电镜(SEM)相结合的方法,对下蜀黄土粉质粘土在干湿循环过程中的特性进行了分析。干湿循环幅值设计为2.52% ~ 28.39%,循环次数设计为2次、4次、6次、8次和10次。结果表明,黏土矿物的收缩破碎和孔隙水应力的释放是由于含水率的变化导致团聚体颗粒的重新分布所致。土壤渗透性和溶胀性趋于稳定,表明颗粒再分配趋于稳定。土体黏聚力和内摩擦角与干湿循环次数呈指数关系,指数关系参数与土体类型有关。基于颗粒迁移的分析,可以更好地解释土力学性能恶化的原因。
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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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