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Erschienen in: Environmental Earth Sciences 3/2024

01.02.2024 | Original Article

Large-scale field test on deformation mechanism and stability enhancement of soil slope reinforced by the micro-NPR bolt

verfasst von: Wei Dai, Guo-wei Wang, Zhi-gang Tao, Nan Jiang, Cong-jiang Li, Jia-wen Zhou

Erschienen in: Environmental Earth Sciences | Ausgabe 3/2024

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Abstract

Bolts play a critical role in landslide disaster prevention and control as an effective slope reinforcement method. Generally, the Poisson's ratio bolt (PR bolt) has a limited effect in controlling large slope deformations, and the negative Poisson's ratio bolt (NPR bolt) has a high constant resistance and adapts to large deformations, which can partially solve the problem of large slope deformations. Static tensile tests were conducted to compare the mechanical properties of PR and NPR bolts. A large-scale field test was conducted to study the differences between the effects of PR and NPR bolts on the soil slope reinforcement. Terrestrial laser scanning was used to monitor the slope damage process and establish a high-precision digital displacement model to reveal the slope deformation evolution law and failure mechanism. In addition, the bolt reinforcement mechanism was analyzed based on data such as soil pressure and axial force. The NPR bolt effectively blocked the transmission of the slope top load, strengthened the internal stress regulation ability of the slope, and prolonged the damage time of the slope. The results provide notable information on the mechanism, macro-mechanical properties, and field engineering applications of NPR bolts.

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Metadaten
Titel
Large-scale field test on deformation mechanism and stability enhancement of soil slope reinforced by the micro-NPR bolt
verfasst von
Wei Dai
Guo-wei Wang
Zhi-gang Tao
Nan Jiang
Cong-jiang Li
Jia-wen Zhou
Publikationsdatum
01.02.2024
Verlag
Springer Berlin Heidelberg
Erschienen in
Environmental Earth Sciences / Ausgabe 3/2024
Print ISSN: 1866-6280
Elektronische ISSN: 1866-6299
DOI
https://doi.org/10.1007/s12665-024-11434-3

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