2021
DOI: 10.1016/j.enggeo.2020.105964
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Shear behavior and microstructural variation in loess from the Yan'an area, China

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Cited by 33 publications
(14 citation statements)
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“…The shear strength of loess is mainly composed of the cohesion (c) and the friction strength (σtanφ). (Li, 2018;Nan et al, 2021) found that the in uence of water on the shear strength of soil is mainly the in uence on the cohesion of soil rather than the internal friction angle. The reason is that the internal friction angle of loess is mainly affected by the internal factors such as soil density, particle grading, particle shape and mineral composition (Zhao, 1994).…”
Section: Moisture Content Effect On the Shear Strength Of Loessmentioning
confidence: 99%
“…The shear strength of loess is mainly composed of the cohesion (c) and the friction strength (σtanφ). (Li, 2018;Nan et al, 2021) found that the in uence of water on the shear strength of soil is mainly the in uence on the cohesion of soil rather than the internal friction angle. The reason is that the internal friction angle of loess is mainly affected by the internal factors such as soil density, particle grading, particle shape and mineral composition (Zhao, 1994).…”
Section: Moisture Content Effect On the Shear Strength Of Loessmentioning
confidence: 99%
“…12b), which makes the loess structure reach a relatively stable state (elastoplastic deformation stage), the strength of soil is mainly provided by the friction between particles. According to the above analysis, the instantaneous shear process of loess can be regarded as the process of interparticle bond damage (e.g., particle slippage, particle structure collapse, and particle damage), particle recombination (e.g., compression, extrusion, and rearrangement) and nally the formation of a relatively stable structure (e.g., from an overhead structure system to an interlocked-cementation structure system) (Nan et al 2021;Taylor 1948;Wang 1997;Xu et al 2019) However, the variations in strength caused by interparticle bond damage and particle recombination are related to time under certain factors (e.g., the viscosity of a water lm around a solid particle in soil or the connection of soil particles) (Chen et al 2001;Вялов 1987), and the deformation of soil in the process of internal stress adjustment is time-dependent deformation. Figure 4h is taken as an example to analyze the generation and development of time-dependent strain in undisturbed loess.…”
Section: Analysis Of the Shearing Process Of Loessmentioning
confidence: 99%
“…Loess is a Quaternary sedimentary soil widely distributed in Asia, Europe, America, and Africa (Wei et al, 2019a;Nan et al, 2021). In China, the loess covers an area of 631,000 km 2 .…”
Section: Introductionmentioning
confidence: 99%
“…The integration of loess dynamic properties with loess microstructure has become a critical issue, with promising findings (Nan et al, 2021;Wang et al, 2021). To simulate the earthquake process, undisturbed loess is preloaded.…”
Section: Introductionmentioning
confidence: 99%