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Continuous-discontinuous Simulation Analysis of Bedding Slope Considering Saturated Softening Characteristics of Weak Interlayer: Taking a Slope of G5 Beijing-Kunming Highway as an Example
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Liangxi LI1, Zhen GONG2, Kai YANG1, Hui GUO2, Jun FENG3, Yufei ZHANG3, Yafei CHENG1
Science Technology and Industry | 2025, 25(13) : 72 - 78
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Science Technology and Industry | 2025, 25(13): 72-78
Technology Innovation
Continuous-discontinuous Simulation Analysis of Bedding Slope Considering Saturated Softening Characteristics of Weak Interlayer: Taking a Slope of G5 Beijing-Kunming Highway as an Example
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Liangxi LI1, Zhen GONG2, Kai YANG1, Hui GUO2, Jun FENG3, Yufei ZHANG3, Yafei CHENG1
Affiliations
  • 1 Chengdu Engineering Co., Ltd., China Railway Fifth Bureau Group, Chengdu 610000, China
  • 2 Sichuan Highway Planning, Survey, Design and Research Institute LTD, Chengdu 610041, China
  • 3 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Published: 2025-07-10
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Bedding slope is an easy-to-slide structure often encountered in mountain highway construction, and weak interlayer is a typical potential sliding surface. Taking the bedding slope of expansion project of Guangyuan-Mianyang section of G5 Beijing-Kunming highway as an example, the physical and mechanical parameters of the weak interlayer and the water content and strength parameters under different saturation time were obtained through laboratory tests. The continuous-discontinuous numerical simulation was carried out by using the finite element-smooth particle dynamics method to study the instability evolution and failure mode of the bedding slope. The results show that with the saturation softening of the weak interlayer, the water content increases and the strength decreases, and the plastic zone of the bedding slope continues to extend to the trailing edge of the slope. When the water content is higher than the liquid limit of the weak interlayer, the plastic zone range increases sharply to the first instability length, and the slope shows traction slip-crack failure. The horizontal displacement of the bedding slope has a displacement peak point at the foot of the slope at the slope line slope position, and there is a maximum displacement at the first-level slope platform ; with the increase of the water content of the weak interlayer, the horizontal displacement of the slope increases continuously, and the maximum point of the horizontal displacement appears after 1 h of saturation and begins to undergo large-scale instability deformation.

highway  /  bedding slope  /  weak interlayer  /  finite element method-smoothed particle hydrodynamics  /  continuous-discontinuous  /  instability deformation
Liangxi LI, Zhen GONG, Kai YANG, Hui GUO, Jun FENG, Yufei ZHANG, Yafei CHENG. Continuous-discontinuous Simulation Analysis of Bedding Slope Considering Saturated Softening Characteristics of Weak Interlayer: Taking a Slope of G5 Beijing-Kunming Highway as an Example[J]. Science Technology and Industry, 2025 , 25 (13) : 72 -78 .
Year 2025 volume 25 Issue 13
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  • Receive Date:2025-01-13
  • Online Date:2025-12-17
  • Published:2025-07-10
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  • Received:2025-01-13
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Affiliations
    1 Chengdu Engineering Co., Ltd., China Railway Fifth Bureau Group, Chengdu 610000, China
    2 Sichuan Highway Planning, Survey, Design and Research Institute LTD, Chengdu 610041, China
    3 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, 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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