Microstructure response to shear strength deterioration in loess after freeze-thaw cycles

微观结构 黄土 材料科学 抗剪强度(土壤) 粒子(生态学) 复合材料 粒径 岩土工程 直剪试验 凝聚力(化学) 剪切(地质) 地质学 化学 地貌学 土壤科学 土壤水分 古生物学 海洋学 有机化学
作者
Luqing Zhao,Jianbing Peng,Penghui Ma,Yanqiu Leng,Zhe Ma
出处
期刊:Engineering Geology [Elsevier]
卷期号:323: 107229-107229 被引量:4
标识
DOI:10.1016/j.enggeo.2023.107229
摘要

Shear strength deterioration owning to freeze-thaw (F-T) cycles affects loess slope stability in seasonal frozen region. The change in loess shear strength is closely related to particle microstructure. In this study, multiple F-t-tests (i.e., 0, 1, 3, 5, 10, 15, 20, and 30 cycles) were performed on natural loess from Jing'yang, China. Unconsolidated-undrained triaxial tests and scanning electron microscopy (SEM) were performed on the specimens after the predefined number of F-T cycles. Particle microstructure was quantitatively analyzed using fractal dimension theory. The relationship between shear strength index and particle microstructure characteristics parameters was evaluated using the grey correlation method. Changes in the loess microstructure involved two main processes: transformation and stabilization, and the particle shape, arrangement, and interparticle contact were transformed into different types. The particle shape changed from complex to round with debris detaching from the particle surface. The orderliness of particle arrangement increased and point-face intercontact was formed. The internal friction angle and cohesion decreased with an increasing number of F-T cycles, and the change pattern was similar to that of the particle microstructure characteristics, both of which changed significantly before 5 F-T cycles and stabilized after 15 F-T cycles. An evaluation of the correlation between shear strength index and particle microstructure characteristic parameters demonstrated that, the change in particle shape contributed the most to deterioration of shear strength during F-T cycles, followed by particle arrangement and particle distribution. These results provide insights into the mechanism of degradation of loess shear strength in seasonally frozen areas at the microstructural scale.
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