Soil Creep Effect on Time-Dependent Deformation of Deep Braced Excavation
This paper describes recent advances in the effect of soil creep on the time-dependent deformation of deep braced excavation. The effect of soil creep is generally investigated using the observational method and the plain-strain numerical simulation method. The observational method is more applicabl...
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| Main Authors: | , , , , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2022-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2022/5655592 |
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| author | Panpan Guo Gang Lei Lina Luo Xiaonan Gong Yixian Wang Baojian Li Xunjian Hu Haibo Hu |
| author_facet | Panpan Guo Gang Lei Lina Luo Xiaonan Gong Yixian Wang Baojian Li Xunjian Hu Haibo Hu |
| author_sort | Panpan Guo |
| collection | DOAJ |
| description | This paper describes recent advances in the effect of soil creep on the time-dependent deformation of deep braced excavation. The effect of soil creep is generally investigated using the observational method and the plain-strain numerical simulation method. The observational method is more applicable for deep braced excavations in soft clays constructed using the top-down method. The plain-strain numerical simulation method can be conveniently used for parametric analysis, but it is unable to capture the spatial characteristics of soil creep effect on lateral wall deflections and ground movements. The additional lateral wall deflections and ground movements that are generated due to the soil creep effect can account for as large as 30% of the total displacements, which highlights the importance of considering the effect of soil creep in deep braced excavations through soft clays. The magnitude of the displacements due to soil creep depends on various factors, such as excavation depth, elapsed period, unsupported length, and strut stiffness. Parametric analyses have indicated several effective measures that can be taken in practice to mitigate the detrimental effect of soil creep on the deformation of deep braced excavation. Based on the literature review, potential directions of the related future research work are discussed. This paper should be beneficial for both researchers and engineers focusing on mitigating the adverse effect of soil creep on the stability of deep braced excavations. |
| format | Article |
| id | doaj-art-b31ac4ab06d44b9bbba931edc08807d7 |
| institution | Kabale University |
| issn | 1687-8442 |
| language | English |
| publishDate | 2022-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-b31ac4ab06d44b9bbba931edc08807d72025-02-03T05:59:10ZengWileyAdvances in Materials Science and Engineering1687-84422022-01-01202210.1155/2022/5655592Soil Creep Effect on Time-Dependent Deformation of Deep Braced ExcavationPanpan Guo0Gang Lei1Lina Luo2Xiaonan Gong3Yixian Wang4Baojian Li5Xunjian Hu6Haibo Hu7Research Center of Coastal and Urban Geotechnical EngineeringResearch Center of Coastal and Urban Geotechnical EngineeringGuangzhou Railway PolytechnicResearch Center of Coastal and Urban Geotechnical EngineeringSchool of Civil EngineeringResearch Center of Coastal and Urban Geotechnical EngineeringResearch Center of Coastal and Urban Geotechnical EngineeringResearch Center of Coastal and Urban Geotechnical EngineeringThis paper describes recent advances in the effect of soil creep on the time-dependent deformation of deep braced excavation. The effect of soil creep is generally investigated using the observational method and the plain-strain numerical simulation method. The observational method is more applicable for deep braced excavations in soft clays constructed using the top-down method. The plain-strain numerical simulation method can be conveniently used for parametric analysis, but it is unable to capture the spatial characteristics of soil creep effect on lateral wall deflections and ground movements. The additional lateral wall deflections and ground movements that are generated due to the soil creep effect can account for as large as 30% of the total displacements, which highlights the importance of considering the effect of soil creep in deep braced excavations through soft clays. The magnitude of the displacements due to soil creep depends on various factors, such as excavation depth, elapsed period, unsupported length, and strut stiffness. Parametric analyses have indicated several effective measures that can be taken in practice to mitigate the detrimental effect of soil creep on the deformation of deep braced excavation. Based on the literature review, potential directions of the related future research work are discussed. This paper should be beneficial for both researchers and engineers focusing on mitigating the adverse effect of soil creep on the stability of deep braced excavations.http://dx.doi.org/10.1155/2022/5655592 |
| spellingShingle | Panpan Guo Gang Lei Lina Luo Xiaonan Gong Yixian Wang Baojian Li Xunjian Hu Haibo Hu Soil Creep Effect on Time-Dependent Deformation of Deep Braced Excavation Advances in Materials Science and Engineering |
| title | Soil Creep Effect on Time-Dependent Deformation of Deep Braced Excavation |
| title_full | Soil Creep Effect on Time-Dependent Deformation of Deep Braced Excavation |
| title_fullStr | Soil Creep Effect on Time-Dependent Deformation of Deep Braced Excavation |
| title_full_unstemmed | Soil Creep Effect on Time-Dependent Deformation of Deep Braced Excavation |
| title_short | Soil Creep Effect on Time-Dependent Deformation of Deep Braced Excavation |
| title_sort | soil creep effect on time dependent deformation of deep braced excavation |
| url | http://dx.doi.org/10.1155/2022/5655592 |
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