Innovation Series: Advanced Science (ISSN 2938-9933, CNKI Indexed)

Volume 2 · Issue 6 (2025)
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Comprehensive Evaluation and Integrated Treatment Research on Slope Stability Based on Multi-Method Coupling for the Bamboo Industrial Park in Huitong County

 

Jinglong Mo1, Kailin Li2, Weijian Zhou3,4, Jing Guo4

1 Hunan University of Finance and Economics Postal, Changsha, Hunan 410000, China

2 Huitong Branch of Hunan Construction Engineering Survey Institute Co., Ltd, Huaihua, Hunan 418300, China

3 Hunan Vocational College of Engineering, Changsha, Hunan 410151, China

4 Xishi Ecological Doctoral Innovation Station, Yiyang, Hunan 413000, China

 

Abstract: This study addresses the stability and treatment issues of high-steep mixed slopes at the Bamboo Industrial Park in Huitong County, employing a multi-method coupling analysis combining the Limit Equilibrium Method (Bishop's method) and the Stereographic Projection Method. Quantitative calculations indicate that the slopes are in a marginally stable to basically stable state under natural conditions (Fs=0.986-1.214), but become unstable under saturated conditions (Fs=0.743-0.903), revealing that rainfall infiltration is the dominant triggering factor. Stereographic projection analysis further identifies multiple sets of unfavorable structural planes in the rock slopes, which are prone to wedge-shaped collapses and planar sliding. Based on this, a differentiated "zoned and classified" comprehensive treatment strategy is proposed, constructing an integrated technical system of "support and reinforcement - three-dimensional drainage - ecological restoration - full-cycle monitoring". This provides a complete solution from accurate evaluation to safe treatment for similar complex slope engineering projects.

 

Keywords: Slope engineering; Stability evaluation; Circular sliding method; Stereographic projection; Structural plane analysis; Comprehensive treatment; Monitoring and early warning

 

References

[1]
GB 50330-2013. Technical Code for Building Slope Engineering. Beijing: China Architecture & Building Press, 2014.
[2]
GB 50021-2009. Code for Investigation of Geotechnical Engineering. Beijing: China Architecture & Building Press, 2009.
[3]
Zhang Zhuoyuan, Wang Shitian, Wang Lansheng. Principles of Engineering Geological Analysis. Beijing: Geological Publishing House, 2009.
[4]
Chen Zuyu. Stability Analysis of Soil Slopes: Principles, Methods, Programs. Beijing: China Water & Power Press, 2003.
[5]
Hunan Xinxiang Geophysical Exploration Engineering Co., Ltd. Detailed Investigation Report for Slope Engineering of the Huitong County Rural Revitalization Bamboo Industry Ecological Restoration and Comprehensive Utilization Demonstration Project (Slope Engineering). 2025.
[6]
Hoek, E., Bray, J. W. Rock Slope Engineering. London: Institution of Mining and Metallurgy, 1981.
[7]
Han Heming, Shi Bin, Zhang Cheng Cheng, Sang Hongwei, Huang Xingxing, Wei Guangqing. Application of ultra-weak FBG technology in real-time monitoring of landslide shear displacement. Acta Geotechnica, 2022.
[8]
Jibin Chen, Qiang Pan, Yao Wei, Yibin Luo. Experimental Study on Flexural Behavior of RC Piles with Basalt Fiber-Reinforced Polymer Bars and Load Carrying Capacity Calculation. Buildings, 2024.
[9]
Tang Yongsheng, Jiang Taofeng, Wan Yun. Structural monitoring method for RC column with distributed self-sensing BFRP bars. Case Studies in Construction Materials, 2022.
[10]
Thomas Juby, Gupta Manika, Prusty Ganesh. Assessing global parameters of slope stability model using Earth data observations for forecasting rainfall – induced shallow landslides. Journal of Applied Geophysics, 2023.
[11]
Seguí Carolina, Veveakis Manolis. Continuous assessment of landslides by measuring their basal temperature. Landslides, 2021.
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