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Tests study for dynamic residual deformation characteristics of high polymer cementitious Gobi soil
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Youjian SONG1, 2, Haihua YANG1, 2, Wu YANG1, 2, Pengzhan GAO1, 2, Jingdong SHEN1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(4) : 222 - 233
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Earthquake Engineering and Engineering Dynamics | 2024, 44(4): 222-233
Tests study for dynamic residual deformation characteristics of high polymer cementitious Gobi soil
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Youjian SONG1, 2, Haihua YANG1, 2, Wu YANG1, 2, Pengzhan GAO1, 2, Jingdong SHEN1, 2
Affiliations
  • 1.College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumqi 830052, China
  • 2.Xinjiang Key Laboratory of Hydraulic Engineering Security and Water Disasters Prevention, Urumqi 830052, China
doi: 10.13197/j.eeed.2024.0421
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High polymer cementitious Gobi soil is made by mixing high polymer with Gobi soil in a certain ratio, which can effectively improve the mechanical properties of Gobi soil. In order to study the dynamic residual deformation characteristics of high polymer cementitious Gobi soils, the effects of high polymer mass ratio, surrounding pressure, consolidation ratio and dynamic stress ratio on the residual shear strain and residual body strain of high polymer cementitious Gobi soils were investigated in this paper using medium-sized dynamic triaxial tests. The results show that the high polymer cementitious materials can effectively reduce the dynamic residual deformation of Gobi soil, and the residual shear strain of polymer cementitious Gobi soil after 30 cycles of loading is 15.0%~18.8% of that of natural Gobi soil, and the residual body strain is 12.1%~22.2% of that of natural Gobi soil. The reduction of residual shear strain was 85.0% and 95.2%, and the reduction of residual body strain was 87.9% and 95.5% for 3% and 12% of high polymer mass ratio. The larger the high polymer mass ratio, the larger the reduction. Projection pursuit regression (PPR) was used to analyze the influence weights of each influence factor on the residual deformation, and the influence weights of the dynamic residual shear strain and residual body strain of the polymer cementitious Gobi soil were obtained as high polymer mass ratio to peritectic dynamic stress ratio to consolidation ratio. An exponential function was used to fit the relationship between residual deformation and vibration times of polymer cementitious Gobi soil, and a modified residual deformation model of high polymer cementitious Gobi soil was established, which can respond to the effect of high polymer mass ratio.

high polymer cementitious Gobi soil  /  dynamic triaxial test  /  residual shear strain  /  residual body strain  /  projection pursuit regression  /  residual deformation model
Youjian SONG, Haihua YANG, Wu YANG, Pengzhan GAO, Jingdong SHEN. Tests study for dynamic residual deformation characteristics of high polymer cementitious Gobi soil[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (4) : 222 -233 . DOI: 10.13197/j.eeed.2024.0421
Year 2024 volume 44 Issue 4
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doi: 10.13197/j.eeed.2024.0421
  • Receive Date:2023-05-11
  • Online Date:2026-03-30
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  • Received:2023-05-11
  • Revised:2023-05-31
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    1.College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumqi 830052, China
    2.Xinjiang Key Laboratory of Hydraulic Engineering Security and Water Disasters Prevention, 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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