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Calculation Method for Lateral Displacement of Back-wrapped Reinforced Soil Retaining Wall Considering Changes in Soil Modulus
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Jun-wei HU1, Rui-peng LUO2, Chun-hai WANG3, Ying-qing ZHONG1, Lei WANG1, *
Science Technology and Engineering | 2025, 25(14) : 6035 - 6043
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Science Technology and Engineering | 2025, 25(14): 6035-6043
Papers·Architectural Science
Calculation Method for Lateral Displacement of Back-wrapped Reinforced Soil Retaining Wall Considering Changes in Soil Modulus
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Jun-wei HU1, Rui-peng LUO2, Chun-hai WANG3, Ying-qing ZHONG1, Lei WANG1, *
Affiliations
  • 1. School of Software Engineering, Jiangxi University of Science and Technology, Nanchang 330013, China
  • 2. China Power Construction Group Jiangxi Electric Power Design Institute Co., Ltd., Nanchang 330096, China
  • 3. School of Civil and Hydraulic Engineering. Huazhong University of Science and Technology, Wuhan 430074, China
Published: 2025-05-18 doi: 10.12404/j.issn.1671-1815.2404415
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The study focused on wrap-around reinforced soil retaining walls and proposed a calculation method for panel displacement. The horizontal displacement was divided into two components for calculation: the horizontal displacement caused by the strain of reinforcement and the overall horizontal displacement generated by the horizontal earth pressure acting on the back of the reinforced zone. When calculating the horizontal displacement caused by the reinforcement strain, the reinforced zone was divided into subzones through the potential failure surface of reinforced soil retaining wall and the natural repose angle of soil. The horizontal distribution of the reinforcement load was assumed, yielding a simplified calculation model for the horizontal displacement caused by reinforcement strain. For the calculation of the overall horizontal displacement of the reinforced zone, the zone was treated as a ‘cantilever beam’, taking into account the variation in elastic modulus of the reinforced zone with height. The theoretical results obtained through the proposed method were compared with experimental and numerical simulation results. The distribution trend of the displacements was basically consistent, indicating that the proposed method can effectively calculate the panel displacement of wrap-faced reinforced soil retaining walls.

reinforced soil retaining wall  /  earth pressure  /  lateral displacement  /  numerical simulation
Jun-wei HU, Rui-peng LUO, Chun-hai WANG, Ying-qing ZHONG, Lei WANG. Calculation Method for Lateral Displacement of Back-wrapped Reinforced Soil Retaining Wall Considering Changes in Soil Modulus[J]. Science Technology and Engineering, 2025 , 25 (14) : 6035 -6043 . DOI: 10.12404/j.issn.1671-1815.2404415
Year 2025 volume 25 Issue 14
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Article Info
doi: 10.12404/j.issn.1671-1815.2404415
  • Receive Date:2024-06-13
  • Online Date:2025-07-09
  • Published:2025-05-18
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  • Received:2024-06-13
  • Revised:2025-02-24
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Affiliations
    1. School of Software Engineering, Jiangxi University of Science and Technology, Nanchang 330013, China
    2. China Power Construction Group Jiangxi Electric Power Design Institute Co., Ltd., Nanchang 330096, China
    3. School of Civil and Hydraulic Engineering. Huazhong University of Science and Technology, Wuhan 430074, 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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