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The Shear Test of the Contact Surface between Root Soil Composite and Rock Mass
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Peng CHENG1, Yu-jiang XIE2, 3, Wen-sheng ZHANG2, Jin-hui LI2, 3, *, Jian-wu LIN4
Science Technology and Engineering | 2025, 25(14) : 6009 - 6015
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Science Technology and Engineering | 2025, 25(14): 6009-6015
Papers·Architectural Science
The Shear Test of the Contact Surface between Root Soil Composite and Rock Mass
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Peng CHENG1, Yu-jiang XIE2, 3, Wen-sheng ZHANG2, Jin-hui LI2, 3, *, Jian-wu LIN4
Affiliations
  • 1. Education Center of Experiments and Innovations, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China
  • 2. School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China
  • 3. Guangdong Provincial Key Laboratory of Intelligent and Resilient Structures for Civil Engineering, Shenzhen 518055, China
  • 4. Xiamen-Shenzhen Railway Guangdong Co., Ltd., Shenzhen 518000, China
Published: 2025-05-18 doi: 10.12404/j.issn.1671-1815.2404432
Outline
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To investigate the mechanism of interaction between root-soil composites and rock interfaces in the ecological protection of rocky slopes, physical models of interfaces were established, considering different plant species, types of soil for slope protection, and degrees of rock weathering. Under natural stress conditions, direct shear tests on the root-soil-rock interfaces were conducted. The variation patterns of shear strength and shear displacement at the interfaces were revealed, and the influence mechanisms of plant root morphology, types of protective soil, and rock weathering degree on the shear strength of the interfaces were analyzed. The results indicate that plant roots, penetrating through the slope protection soil and into the bedrock fissures, significantly enhance the shear strength of the soil in the shear zone and the anti-slip capacity of the soil-rock interface, thereby improving the overall cohesion between the slope protection soil and the rock. The shear strength of the interface is positively correlated with the vertical extension of plant roots and the degree of rock weathering. Compared to scenarios without plants, the planting of vetiver grass increased the peak shear strength by 53.9%, and under highly weathered bedrock conditions, the peak strength increased by 22.4%. Compared to ordinary soil, substrate soil containing binders and aggregating agents significantly improved the shear performance of the soil, increasing the peak shear strength of the interface by 20.1%.

ecological slope protection  /  soil-rock interface  /  shearing test  /  root type  /  substrate soil  /  weathering degrees
Peng CHENG, Yu-jiang XIE, Wen-sheng ZHANG, Jin-hui LI, Jian-wu LIN. The Shear Test of the Contact Surface between Root Soil Composite and Rock Mass[J]. Science Technology and Engineering, 2025 , 25 (14) : 6009 -6015 . DOI: 10.12404/j.issn.1671-1815.2404432
Year 2025 volume 25 Issue 14
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Article Info
doi: 10.12404/j.issn.1671-1815.2404432
  • Receive Date:2024-06-13
  • Online Date:2025-07-09
  • Published:2025-05-18
Article Data
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History
  • Received:2024-06-13
  • Revised:2025-02-24
Funding
Affiliations
    1. Education Center of Experiments and Innovations, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China
    2. School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China
    3. Guangdong Provincial Key Laboratory of Intelligent and Resilient Structures for Civil Engineering, Shenzhen 518055, China
    4. Xiamen-Shenzhen Railway Guangdong Co., Ltd., Shenzhen 518000, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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