Study on Mechanical Characteristics of Living Stumps and Reinforcement Mechanisms of Slopes

Author:

Jiang Xueliang12,Liu Wenjie2,Yang Hui12ORCID,Wang Haodong2,Li Zhenyu2

Affiliation:

1. School of Civil and Engineering Management, Guangzhou Maritime University, Guangzhou 501725, China

2. School of Civil Engineering, Central South University of Forestry and Technology, Changsha 410018, China

Abstract

As a novel technology for slope protection, living stumps have demonstrated the ability to significantly enhance slope stability. This study aims to investigate the mechanical properties of living-stump root systems and their reinforcement mechanisms on slopes through three-dimensional modeling tests. Using ABS materials, a 3D model of a living elm stump was created via 3D printing; this was followed by slope model testing. The reinforcement mechanisms of living stumps were examined through a combination of model testing and numerical simulation. The results reveal that the presence of living stumps in the lower and middle sections of a slope causes the maximum-shear-stress zone of the soil to shift deeper. The stress distribution around the living stump is notably improved owing to the lateral root system. Living stumps positioned in the lower part of the slope intersect the potential sliding surface, gradually transferring soil shear stress to the root system through root–soil interactions. Furthermore, the tap roots and lateral roots of living stumps form a robust spatial network that can collectively withstand soil shear stress, thereby enhancing slope stability.

Funder

Special Projects in Key Fields of Higher Education in Guangdong Province

Research Capacity Enhancement Project of Key Construction Discipline in Guangdong Province

National Natural Science Foundation of China

Forest Science and Technology Innovation Program of Hunan Province

Publisher

MDPI AG

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4. The effect of root architecture on the shearing resistance of root-permeated soils;Fan;Ecol. Eng.,2010

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