Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition
This study aimed to examine the aseismic performance of the pile-raft systems with various connection forms. The related shaking table test and numerical simulation were performed for in-depth investigation. The acceleration response spectra on the top of the soil layer and raft were obtained and pl...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Hindawi Limited
2023-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2023/3775654 |
| _version_ | 1797631061910355968 |
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| author | Juan Du Xiao-Peng Lei Di-Fan Ren Zai-Cheng Wang Yang Zhang |
| author_facet | Juan Du Xiao-Peng Lei Di-Fan Ren Zai-Cheng Wang Yang Zhang |
| author_sort | Juan Du |
| collection | DOAJ |
| description | This study aimed to examine the aseismic performance of the pile-raft systems with various connection forms. The related shaking table test and numerical simulation were performed for in-depth investigation. The acceleration response spectra on the top of the soil layer and raft were obtained and plotted for contrastive analysis based on the model test at a reduced scale of 1 : 30 and finite element numerical simulation. Accordingly, the working mechanisms of the pile-raft systems in conventional connections with the embedment of the compressible blocks and cushion layers under cyclic loading were explored. The results showed that the embedment of the cushion layer on the pile top could most significantly mobilize the potential of the foundation soil, effectively reduce the bending moment peak of the pile, and reduce the acceleration amplification effect on the top of the soil layer and raft. The embedment of the compressible block on the pile top most markedly reduced the bending moment peak of the pile and effectively mobilized the potential of the foundation soil, which was most favorable for lowering the amplification effect of acceleration on the top of the soil layer and raft. |
| first_indexed | 2024-03-11T11:16:42Z |
| format | Article |
| id | doaj.art-a90e40704c2640ab9d7438cc17257ab1 |
| institution | Directory Open Access Journal |
| issn | 1875-9203 |
| language | English |
| last_indexed | 2024-03-11T11:16:42Z |
| publishDate | 2023-01-01 |
| publisher | Hindawi Limited |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj.art-a90e40704c2640ab9d7438cc17257ab12023-11-11T00:00:00ZengHindawi LimitedShock and Vibration1875-92032023-01-01202310.1155/2023/3775654Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic ConditionJuan Du0Xiao-Peng Lei1Di-Fan Ren2Zai-Cheng Wang3Yang Zhang4School of Civil Engineering and ArchitectureSchool of Civil Engineering and ArchitectureSchool of Civil Engineering and ArchitectureSchool of Civil Engineering and ArchitectureSchool of Civil Engineering and ArchitectureThis study aimed to examine the aseismic performance of the pile-raft systems with various connection forms. The related shaking table test and numerical simulation were performed for in-depth investigation. The acceleration response spectra on the top of the soil layer and raft were obtained and plotted for contrastive analysis based on the model test at a reduced scale of 1 : 30 and finite element numerical simulation. Accordingly, the working mechanisms of the pile-raft systems in conventional connections with the embedment of the compressible blocks and cushion layers under cyclic loading were explored. The results showed that the embedment of the cushion layer on the pile top could most significantly mobilize the potential of the foundation soil, effectively reduce the bending moment peak of the pile, and reduce the acceleration amplification effect on the top of the soil layer and raft. The embedment of the compressible block on the pile top most markedly reduced the bending moment peak of the pile and effectively mobilized the potential of the foundation soil, which was most favorable for lowering the amplification effect of acceleration on the top of the soil layer and raft.http://dx.doi.org/10.1155/2023/3775654 |
| spellingShingle | Juan Du Xiao-Peng Lei Di-Fan Ren Zai-Cheng Wang Yang Zhang Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition Shock and Vibration |
| title | Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition |
| title_full | Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition |
| title_fullStr | Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition |
| title_full_unstemmed | Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition |
| title_short | Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition |
| title_sort | dynamic response of pile raft systems with various forms of connection under cyclic condition |
| url | http://dx.doi.org/10.1155/2023/3775654 |
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