Study on Shear Characteristics of Herbs Plant Root–Soil Composite System in Beiluhe Permafrost Regions under Freeze–Thaw Cycles, Qinghai–Tibet Highway, China

Cheng Wang, Xiasong Hu (), Haijing Lu (), Changyi Liu, Jimei Zhao, Guangyan Xing, Jiangtao Fu, Huatan Li, Zhe Zhou, Weitao Lv, Yabin Liu, Guorong Li, Haili Zhu and Dequan He
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Cheng Wang: School of Geological Engineering, Qinghai University, Xining 810016, China
Xiasong Hu: School of Geological Engineering, Qinghai University, Xining 810016, China
Haijing Lu: College of Agriculture and Animal Husbandry, Qinghai University, Xining 810016, China
Changyi Liu: School of Geological Engineering, Qinghai University, Xining 810016, China
Jimei Zhao: College of Agriculture and Animal Husbandry, Qinghai University, Xining 810016, China
Guangyan Xing: College of Agriculture and Animal Husbandry, Qinghai University, Xining 810016, China
Jiangtao Fu: Academy of Agricultural and Forestry Sciences, Qinghai University, Xining 810016, China
Huatan Li: School of Civil Engineering and Water Resources, Qinghai University, Xining 810016, China
Zhe Zhou: School of Geological Engineering, Qinghai University, Xining 810016, China
Weitao Lv: School of Geological Engineering, Qinghai University, Xining 810016, China
Yabin Liu: School of Geological Engineering, Qinghai University, Xining 810016, China
Guorong Li: School of Geological Engineering, Qinghai University, Xining 810016, China
Haili Zhu: School of Geological Engineering, Qinghai University, Xining 810016, China
Dequan He: School of Geological Engineering, Qinghai University, Xining 810016, China

Sustainability, 2024, vol. 16, issue 7, 1-19

Abstract: In order to study the root–soil composite system shear characteristics under the action of freeze–thaw cycles in the permafrost regions along the Qinghai–Tibet Highway (QTH) from the Beiluhe–Tuotuohe (B-T) section, the slopes in the permafrost regions along the QTH from the B-T section were selected as the object of the study. The direct shear test of root–soil composite systems under different amounts of freeze–thaw (F-T) cycles and gray correlations were used to analyze the correlation between the number of F-T cycles, water content, root content, and the soil shear strength index. The results show that the cohesion of the soil in the area after F-T cycles exhibits a significant stepwise decrease with an increase in F-T cycles, which can be divided into three stages: the instantaneous stage (a decrease of 46.73–56.42%), the gradual stage (a decrease of 14.80–25.55%), and the stabilization stage (a decrease of 0.61–2.99%). The internal friction angle did not exhibit a regular change. The root–soil composite system showed significant enhancement of soil cohesion compared with soil without roots, with a root content of 0.03 g/cm 3 having the most significant effect on soil cohesion (increasing amplitude 65.20–16.82%). With an increase in the number of the F-T cycles, while the water content is greater than 15.0%, the greater the water content of the soil, the smaller its cohesion becomes. Through gray correlation analysis, it was found that the correlation between the number of F-T cycles, water content, root content, and soil cohesion after F-T cycles were 0.63, 0.72, and 0.66, respectively, indicating that water content had the most significant impact on soil cohesion after F-T cycles. The results of this study provide theoretical support for further understanding the variation law of the shear strength of root–soil composite systems in permafrost regions under F-T cycles and the influencing factors of plant roots to enhance soil shear strength under F-T cycles, as well as for the scientific and effective prevention and control of retrogressive thaw slump in the study area, the QTH stretches across the region.

Keywords: Qinghai–Tibet Highway; permafrost; retrogressive thaw slump; freeze–thaw cycles; gray relational analysis; root–soil composite system (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2024
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