Technical Papers
May 18, 2023

Modeling of a Slope Reinforced by an Anchored Geomat System to Investigate Global Loading Behavior and Slope Stability

Publication: International Journal of Geomechanics
Volume 23, Issue 8

Abstract

Flexible reinforcements are a promising option in slope engineering owing to their mechanical strength and ecological restoration. An in-depth understanding of the mechanical behavior of a slope reinforced by an anchored geomat system is required to analyze the slope stability and to optimize engineering design. In this study, physical modeling experiments are conducted to investigate the global performance and ultimate capacity of the reinforced slope under different loading levels. A stability model of the reinforced slope and the corresponding computing method are proposed based on a limit equilibrium framework in integral form. Subsequently, the contribution of a flexible protection system and its components to safety factors are quantified against loading tests. The results show that lateral deformation is concentrated in the middle of the reinforced slope, from which the potential failure surface can be derived. The stability enhancement of the reinforced slope is primarily attributed to the anchor bolts, and an increase in cohesion and internal friction angle increases the safety factor more significantly under low-level overloads. This study provides a benchmark for slopes reinforced by an anchored geomat system, which is promising for application in slope engineering.

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Acknowledgments

The first author gratefully acknowledges the mentoring of Prof. Liu Ze. The work in this paper received substantial support from the Zhejiang Provincial Department of Transportation Foundation of China (Nos. 2020004 and 2017028) and the Zhejiang Provincial Department of Housing and Urban-Rural Foundation of China (Nos. 2018K050 and 2018A03).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 23Issue 8August 2023

History

Received: Feb 28, 2022
Accepted: Mar 5, 2023
Published online: May 18, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 18, 2023

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School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan 411201, Hunan, People’s Republic of China; College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, Zhejiang, People’s Republic of China. Email: [email protected]
School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan 411201, Hunan, People’s Republic of China (corresponding author). ORCID: https://orcid.org/0000-0001-5291-2915. Email: [email protected]
Ke-You Shi
College of Civil Engineering and Architecture, Henan Univ. of Technology, Zhengzhou 450001, Henan, People’s Republic of China.

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