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Creep and Recovery Characteristics of Composite Geomembranes under Cyclic Loading
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Shu-han MA1, 2, Xiao-lin LI1, 2, Wu YANG1, 2, *, Liang LIU1, 2, Hai-hua YANG1, 2
Science Technology and Engineering | 2025, 25(17) : 7337 - 7343
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Science Technology and Engineering | 2025, 25(17): 7337-7343
Papers-Hydraulic Engineering
Creep and Recovery Characteristics of Composite Geomembranes under Cyclic Loading
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Shu-han MA1, 2, Xiao-lin LI1, 2, Wu YANG1, 2, *, Liang LIU1, 2, Hai-hua YANG1, 2
Affiliations
  • 1 College of Water Conservancy and Civil Engineering, Xinjiang Agricultural University, Urumqi 830052, China
  • 2 Xinjiang Hydraulic Engineering Geotechnical and Structural Engineering Technology Research Center, Urumqi 830052, China
Published: 2025-06-18 doi: 10.12404/j.issn.1671-1815.2404870
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The prediction of dynamic stress-strain relationship of composite geomembrane is one of the key problems involved in the long-term operation of seepage prevention projects of earth-rock dams. In order to study the effect of cyclic loading on the stress and strain of the composite geomembrane, cyclic loading and unloading tests were carried out under three different stress levels of 10%, 20% and 30%, and the creep tests under 10% to 80% stress levels were carried out to compare and analyze the creep and creep recovery characteristics of the composite geomembrane. The expression of strain under cyclic loading and accumulation condition was presented, and the constitutive model of composite geomembrane boundary surface under cyclic loading condition was constructed. The results show that the deformation of composite geomembrane increases instantaneously at the moment of loading and unloading, and then gradually slows down with the increase of time. After complete unloading, when the stress level is less than 30%, the deformation of the composite geomembrane can almost recover. When the stress level is greater than or equal to 40%, the residual deformation increases gradually with the increase of the stress level. The effect of cyclic loading times on the creep deformation of geomembrane is not a simple linear relationship. In addition, an improved three-parameter viscoelastic model was established, and it is verified that the model can reproduce the creep recovery process of composite geomembrane under different load levels. The research results can provide a reference for the long-term deformation analysis of composite geomembrane in earth-rock dams.

composite geomembrane  /  cyclic loading  /  creep  /  creep recovery  /  three parameter viscoelastic constitutive model
Shu-han MA, Xiao-lin LI, Wu YANG, Liang LIU, Hai-hua YANG. Creep and Recovery Characteristics of Composite Geomembranes under Cyclic Loading[J]. Science Technology and Engineering, 2025 , 25 (17) : 7337 -7343 . DOI: 10.12404/j.issn.1671-1815.2404870
Year 2025 volume 25 Issue 17
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doi: 10.12404/j.issn.1671-1815.2404870
  • Receive Date:2024-06-29
  • Online Date:2025-12-15
  • Published:2025-06-18
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  • Received:2024-06-29
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    1 College of Water Conservancy and Civil Engineering, Xinjiang Agricultural University, Urumqi 830052, China
    2 Xinjiang Hydraulic Engineering Geotechnical and Structural Engineering Technology Research Center, Urumqi 830052, 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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