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Numerical Simulation Analysis of Expansive Soil Slope with Flexible Support in Consideration of Hydraulic Properties of Geogrid
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Yu LI1, Jin CHANG2, 3, Jianxiong GUO4
Mining and Metallurgical Engineering | 2024, 44(3) : 28 - 33
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Mining and Metallurgical Engineering | 2024, 44(3): 28-33
MINING
Numerical Simulation Analysis of Expansive Soil Slope with Flexible Support in Consideration of Hydraulic Properties of Geogrid
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Yu LI1, Jin CHANG2, 3, Jianxiong GUO4
Affiliations
  • 1.Nuclear Geological Survey Institute of Hunan Province, Changsha 410007, Hunan, China
  • 2.School of Civil Engineering, Changsha University, Changsha 410022, Hunan, China
  • 3.Key Laboratory of Road Structure and Material of Ministry of Transport (Changsha), Changsha University of Science & Technology, Changsha 410114, Hunan, China
  • 4.CCCC Fourth Harbor Engineering Co Ltd, Guangzhou 510230, Guangdong, China
Published: 2024-06-01 doi: 10.3969/j.issn.0253-6099.2024.03.006
Outline
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The influence of hydraulic properties of geogrid on the stability of expansive soil slope was explored by conducting fluid-solid coupling analysis with Plaxis software. On this basis, the principle of flexible support for expansive soil slope under different rainfall conditions was analyzed. It is found that the axial forces on geogrid in each layer of the reinforced slope increase with the continuous infiltration of rainwater, presenting a “convex” shape variation. Without taking consideration of the hydraulic properties of geogrid, the axial forces on the geogrid will be underestimated and the stability of the slope will be overestimated. Flexible support structure can effectively control rainfall infiltration into slope and maintain the shear strength of expansive soil, meanwhile control the slope deformation and displacement growth. Thus, it is regarded as an effective way to support expansive soil slope.

rainfall  /  expansive soil slope  /  slope stability  /  hydraulic properties of geogrid  /  flexible support  /  numerical simulation
Yu LI, Jin CHANG, Jianxiong GUO. Numerical Simulation Analysis of Expansive Soil Slope with Flexible Support in Consideration of Hydraulic Properties of Geogrid[J]. Mining and Metallurgical Engineering, 2024 , 44 (3) : 28 -33 . DOI: 10.3969/j.issn.0253-6099.2024.03.006
Year 2024 volume 44 Issue 3
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doi: 10.3969/j.issn.0253-6099.2024.03.006
  • Receive Date:2023-11-23
  • Online Date:2026-03-17
  • Published:2024-06-01
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  • Received:2023-11-23
Funding
Affiliations
    1.Nuclear Geological Survey Institute of Hunan Province, Changsha 410007, Hunan, China
    2.School of Civil Engineering, Changsha University, Changsha 410022, Hunan, China
    3.Key Laboratory of Road Structure and Material of Ministry of Transport (Changsha), Changsha University of Science & Technology, Changsha 410114, Hunan, China
    4.CCCC Fourth Harbor Engineering Co Ltd, Guangzhou 510230, Guangdong, 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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