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Theoretical Study on Non-ultimate Passive Earth Pressure of Rigid Retaining Walls Considering Arbitrary Loads
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Jia-nan YAO1, Yan-ping WANG2, Hui YUAN2, Chang-jie XU1, 3, 4, *, Fu-guan FANG2, Ming-xiong YANG2, Xu ZHONG1
Science Technology and Engineering | 2025, 25(3) : 1197 - 1205
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Science Technology and Engineering | 2025, 25(3): 1197-1205
Papers·Architectural Science
Theoretical Study on Non-ultimate Passive Earth Pressure of Rigid Retaining Walls Considering Arbitrary Loads
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Jia-nan YAO1, Yan-ping WANG2, Hui YUAN2, Chang-jie XU1, 3, 4, *, Fu-guan FANG2, Ming-xiong YANG2, Xu ZHONG1
Affiliations
  • 1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China
  • 2. Zhejiang Infrastructure Construction Group Co., Ltd., Hangzhou 310012, China
  • 3. State Key Laboratory of Performance Monitoring Protecting of Rail Transit Infrastructure, East China Jiaotong University, Nanchang 330013, China
  • 4. Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering, East China Jiaotong University, Nanchang 330013, China
Published: 2025-01-28 doi: 10.12404/j.issn.1671-1815.2402371
Outline
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The classical earth pressure theory only calculates the ultimate earth pressure in translational mode of the retaining wall. In order to get closer to the real engineering situation, it is necessary to develop the theory of non-ultimate earth pressure of the cohesive fill behind the wall under arbitrary load action and arbitrary displacement mode. The concept of equivalent uniform load was adopted to convert any type of load acting on the earth filling surface into uniform load. Based on the classical earth pressure theory, the rigid retaining wall was regarded as a combination of an ideal rigid plastic body and a series of springs, and the soil stiffness coefficient of the clay was obtained, which improved the Coulomb earth pressure theory and derives the general calculation method of the non-ultimate passive earth pressure of the soil in any displacement mode that can consider the arbitrary load.The research results indicate that the distribution and magnitude of passive soil pressure, the position of the resultant force point are closely related to the displacement mode of the retaining wall, the magnitude of cohesive force, and the load acting on the fill surface. When the equivalent uniform load and cohesive force are both 0, this method degenerates into Coulomb soil pressure theory.The model validation results show that the theoretical calculated values are in good agreement with the experimental measured values, proving that this calculation method has certain theoretical significance for calculating the passive soil pressure of cohesive soil under non limit states, and also has practical value for engineering practice.

non-ultimate passive earth pressure  /  arbitrary displacement mode  /  rigid retaining wall  /  clay  /  any load action  /  cohesive force
Jia-nan YAO, Yan-ping WANG, Hui YUAN, Chang-jie XU, Fu-guan FANG, Ming-xiong YANG, Xu ZHONG. Theoretical Study on Non-ultimate Passive Earth Pressure of Rigid Retaining Walls Considering Arbitrary Loads[J]. Science Technology and Engineering, 2025 , 25 (3) : 1197 -1205 . DOI: 10.12404/j.issn.1671-1815.2402371
Year 2025 volume 25 Issue 3
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Article Info
doi: 10.12404/j.issn.1671-1815.2402371
  • Receive Date:2024-04-02
  • Online Date:2025-07-29
  • Published:2025-01-28
Article Data
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History
  • Received:2024-04-02
  • Revised:2024-07-18
Funding
Affiliations
    1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China
    2. Zhejiang Infrastructure Construction Group Co., Ltd., Hangzhou 310012, China
    3. State Key Laboratory of Performance Monitoring Protecting of Rail Transit Infrastructure, East China Jiaotong University, Nanchang 330013, China
    4. Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering, East China Jiaotong University, Nanchang 330013, 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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