Seismic Non-Limited Active Earth Pressure Analysis of Retaining Walls Under Rotation-About-the-Base Mode
文献类型：期刊论文
| 作者 | Sun, Zhiliang1,2; Wang, Wei2 |
| 刊名 | APPLIED SCIENCES-BASEL
 |
| 出版日期 | 2025-04-10 |
| 卷号 | 15期号:8页码:16 |
| 关键词 | retaining wall rotational movement about the base non-limit active earth pressure state earthquake mobilized friction angle |
| DOI | 10.3390/app15084202 |
| 英文摘要 | Under seismic loading conditions, the backfill soil behind retaining walls does not fully reach the limit state, while seismic earth pressure is influenced by wall displacement. The RB (rotation about the base) displacement pattern represents a prevalent deformation mode in retaining walls during operational service. To calculate the seismic non-limited active earth pressure under RB mode, this study first establishes the relationship between critical horizontal displacement (corresponding to a fully mobilized wall-soil interface friction angle) and depth based on numerical simulations, revealing a linear correlation. Subsequently, nonlinear distribution relationships for the mobilized soil internal friction angle and wall-soil interface friction angle with wall-top displacement are derived. Building upon this foundation and considering the failure mechanism of backfill soil under RB displacement, the soil mass is divided into inclined slices. A pseudo-static analytical framework is proposed to calculate both the magnitude and application point of non-limited seismic earth pressure for rigid walls under RB displacement. Validation against experimental data from referenced studies demonstrates the method's rationality. Earth pressure transitions from an initially concave triangular distribution to a linear pattern as displacement progresses. The application point descends from the initial at-rest position (1/3 H) with increasing wall-top displacement, subsequently rising as the soil approaches full active limit states, ultimately stabilizing at 1/3 H under linear pressure distribution. The parameter sensitivity analysis section summarizes that the horizontal seismic coefficient dominates influencing factors, followed by wall displacement, while soil internal friction angle and soil-wall interface friction angle exhibit relatively minor effects. These findings provide critical insights for optimizing seismic design methodologies of retaining structures. |
| 资助项目 | Open Research Fund of Anhui Provincial Key Laboratory of Building Earthquake Disaster Mitigation and Green Operations, Anhui Institute of Building Research Design ; [2022-JKYL-002] |
| WOS研究方向 | Chemistry ; Engineering ; Materials Science ; Physics |
| 语种 | 英语 |
| WOS记录号 | WOS:001474629800001 |
| 出版者 | MDPI |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/35705]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Sun, Zhiliang |
| 作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China 2.Anhui Inst Bldg Res & Design, Anhui Prov Key Lab Bldg Earthquake Disaster Mitiga, Hefei 230031, Peoples R China |
| 推荐引用方式 GB/T 7714 | Sun, Zhiliang,Wang, Wei. Seismic Non-Limited Active Earth Pressure Analysis of Retaining Walls Under Rotation-About-the-Base Mode[J]. APPLIED SCIENCES-BASEL,2025,15(8):16. |
| APA | Sun, Zhiliang,&Wang, Wei.(2025).Seismic Non-Limited Active Earth Pressure Analysis of Retaining Walls Under Rotation-About-the-Base Mode.APPLIED SCIENCES-BASEL,15(8),16. |
| MLA | Sun, Zhiliang,et al."Seismic Non-Limited Active Earth Pressure Analysis of Retaining Walls Under Rotation-About-the-Base Mode".APPLIED SCIENCES-BASEL 15.8(2025):16. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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