A simplified approach of numerical seismic model updating for deep braced excavation using centrifuge test
The numerical modeling and centrifuge test are very effective tools in demonstrating the actual behavior of deep excavation, but the preciseness in verification is crucial. This study proposes a Response Surface (RS) based technique for updating a deep-braced excavation seismic numerical model based...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2024-03-01
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| Series: | Results in Engineering |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2590123024001026 |
| _version_ | 1827310586047758336 |
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| author | Md Mehidi Hassan Dong Van Nguyen Yun Wook Choo Dookie Kim |
| author_facet | Md Mehidi Hassan Dong Van Nguyen Yun Wook Choo Dookie Kim |
| author_sort | Md Mehidi Hassan |
| collection | DOAJ |
| description | The numerical modeling and centrifuge test are very effective tools in demonstrating the actual behavior of deep excavation, but the preciseness in verification is crucial. This study proposes a Response Surface (RS) based technique for updating a deep-braced excavation seismic numerical model based on a small-scale centrifuge test. The proposed method involves establishing a relationship between soil properties and seismic characteristics of the system and creating an RS model to predict both. The RS model is made via a series of Eigenvalue analyses using the Design of Experiments (DOE) approach. The constructed RS model shows excellent goodness of fit. The seismic characteristics of the model in the centrifuge test are estimated using the Frequency Domain Decomposition (FDD) approach. By setting that test result as a target in the RS model, soil properties are updated through back analysis, and minimum error with the numerical response is achieved. The established RS model predicts seismic characteristics with less than a 1.5 % difference with numerical responses. Thus, an efficient three-dimensional (3D) numerical model on a prototype scale is made. The efficiency of the seismic response of the updated model is checked by acceleration time history analysis, and it shows trends similar to those of the centrifuge test. |
| first_indexed | 2024-03-08T05:14:08Z |
| format | Article |
| id | doaj.art-6a9ee8fcf9bf449fb499159cfb11a92f |
| institution | Directory Open Access Journal |
| issn | 2590-1230 |
| language | English |
| last_indexed | 2024-04-24T20:03:32Z |
| publishDate | 2024-03-01 |
| publisher | Elsevier |
| record_format | Article |
| series | Results in Engineering |
| spelling | doaj.art-6a9ee8fcf9bf449fb499159cfb11a92f2024-03-24T07:00:55ZengElsevierResults in Engineering2590-12302024-03-0121101849A simplified approach of numerical seismic model updating for deep braced excavation using centrifuge testMd Mehidi Hassan0Dong Van Nguyen1Yun Wook Choo2Dookie Kim3Department of Civil and Environmental Engineering, Kongju National University, Republic of KoreaDepartment of Civil and Environmental Engineering, Kongju National University, Republic of KoreaDepartment of Civil and Environmental Engineering, Kongju National University, Republic of KoreaCorresponding author.; Department of Civil and Environmental Engineering, Kongju National University, Republic of KoreaThe numerical modeling and centrifuge test are very effective tools in demonstrating the actual behavior of deep excavation, but the preciseness in verification is crucial. This study proposes a Response Surface (RS) based technique for updating a deep-braced excavation seismic numerical model based on a small-scale centrifuge test. The proposed method involves establishing a relationship between soil properties and seismic characteristics of the system and creating an RS model to predict both. The RS model is made via a series of Eigenvalue analyses using the Design of Experiments (DOE) approach. The constructed RS model shows excellent goodness of fit. The seismic characteristics of the model in the centrifuge test are estimated using the Frequency Domain Decomposition (FDD) approach. By setting that test result as a target in the RS model, soil properties are updated through back analysis, and minimum error with the numerical response is achieved. The established RS model predicts seismic characteristics with less than a 1.5 % difference with numerical responses. Thus, an efficient three-dimensional (3D) numerical model on a prototype scale is made. The efficiency of the seismic response of the updated model is checked by acceleration time history analysis, and it shows trends similar to those of the centrifuge test.http://www.sciencedirect.com/science/article/pii/S2590123024001026Numerical modelCentrifuge testSeismic analysisDeep braced excavationResponse surface methodModel updating |
| spellingShingle | Md Mehidi Hassan Dong Van Nguyen Yun Wook Choo Dookie Kim A simplified approach of numerical seismic model updating for deep braced excavation using centrifuge test Results in Engineering Numerical model Centrifuge test Seismic analysis Deep braced excavation Response surface method Model updating |
| title | A simplified approach of numerical seismic model updating for deep braced excavation using centrifuge test |
| title_full | A simplified approach of numerical seismic model updating for deep braced excavation using centrifuge test |
| title_fullStr | A simplified approach of numerical seismic model updating for deep braced excavation using centrifuge test |
| title_full_unstemmed | A simplified approach of numerical seismic model updating for deep braced excavation using centrifuge test |
| title_short | A simplified approach of numerical seismic model updating for deep braced excavation using centrifuge test |
| title_sort | simplified approach of numerical seismic model updating for deep braced excavation using centrifuge test |
| topic | Numerical model Centrifuge test Seismic analysis Deep braced excavation Response surface method Model updating |
| url | http://www.sciencedirect.com/science/article/pii/S2590123024001026 |
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