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EFFECTS OF DIFFERENT DESIGN PARAMETERS ON DYNAMIC EARTH PRESSURE BEHIND RETAINING WALLS
| 题名： | EFFECTS OF DIFFERENT DESIGN PARAMETERS ON DYNAMIC EARTH PRESSURE BEHIND RETAINING WALLS |
| 正文语种： | 英文 |
| 作者： | SAROJ KUNDU; Dr. B. C. CHATTOPADHYAY |
| 作者单位： | M.Tech Student, Department of Civil Engineering, MSIT, Kolkata; Former H.O.D & Professor, Civil Engineering Department, B E S U S |
| 关键词： | pressure；different；attention；active；parameter；friction；earth；components；horizon；angle |
| 摘要： | In earthquake-prone regions there is a need to evaluate seismic active earth pressure for proper design of the retaining walls. Special attentions have to be given to minimize the devastating effect of this natural hazard. This paper describes a generalized analytical study on the seismic active earth pressure behind a retaining wall using pseudo-static approach. Behind the retaining wall a planer failure surface has been considered. The effect of different parameters like angle of shearing resistance of the backfill soil, wall inclination, wall friction angle, backfill inclination and, horizontal and vertical components of earthquake acceleration on the active earth pressure have been investigated in this study. |
| 出版年： | 2019 |
| 期刊名称： | Indian Highways |
| 卷： | 47 |
| 期： | 11 |
| 页码： | 38-45 |
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