Numerical Simulation of M-Shaped Multi-Row Pile-Supported Foundation Pit Excavation Based on ABAQUS Article Swipe
Meng Chen
,
Chuanteng Huang
,
Shuang Pu
,
Jianghui Cai
,
Zhaofeng Li
,
Ying‐Sheng Huang
·
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.26689/jwa.v9i3.10917
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.26689/jwa.v9i3.10917
The M-shaped multi-row pile foundation retaining structure represents an enhanced version of conventional multi-row anti-sliding support systems. To date, the implementation of M-shaped pile configurations in foundation pit excavations has not been extensively investigated, with particularly scant research focusing on their load-bearing mechanisms and stress redistribution characteristics. Furthermore, numerical modeling methodologies for such geometrically optimized pile networks remain underdeveloped compared to practical engineering applications, creating a notable research-practice gap in geotechnical engineering. A comparative finite element analysis was systematically conducted using ABAQUS software to establish three distinct excavation support configurations: single-row cantilever retaining structures, three-row cantilever configurations, and M-shaped multi-row pile foundation systems. Subsequent numerical simulations enabled quantitative comparisons of critical performance indicators, including pile stress distribution patterns, lateral displacement profiles, and bending moment diagrams across different structural typologies. The parametric investigation revealed characteristic mechanical responses associated with each configuration, establishing corresponding mechanical principles governing the interaction between pile topology and soil-structure behavior.towers. The findings of this study provide critical references for the design optimization of M-shaped multi-row pile foundation retaining systems.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.26689/jwa.v9i3.10917
- https://ojs.bbwpublisher.com/index.php/JWA/article/download/10917/9528
- OA Status
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- Related Works
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- OpenAlex ID
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Raw OpenAlex JSON
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https://openalex.org/W4411937721Canonical identifier for this work in OpenAlex
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https://doi.org/10.26689/jwa.v9i3.10917Digital Object Identifier
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Numerical Simulation of M-Shaped Multi-Row Pile-Supported Foundation Pit Excavation Based on ABAQUSWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2025Year of publication
- Publication date
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2025-06-30Full publication date if available
- Authors
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Meng Chen, Chuanteng Huang, Shuang Pu, Jianghui Cai, Zhaofeng Li, Ying‐Sheng HuangList of authors in order
- Landing page
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https://doi.org/10.26689/jwa.v9i3.10917Publisher landing page
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https://ojs.bbwpublisher.com/index.php/JWA/article/download/10917/9528Direct link to full text PDF
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YesWhether a free full text is available
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diamondOpen access status per OpenAlex
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https://ojs.bbwpublisher.com/index.php/JWA/article/download/10917/9528Direct OA link when available
- Concepts
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Pile, Foundation (evidence), Excavation, Geotechnical engineering, Geology, Structural engineering, Engineering, Archaeology, GeographyTop concepts (fields/topics) attached by OpenAlex
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0Total citation count in OpenAlex
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.structure | 6 |
| abstract_inverted_index.three-row | 94 |
| abstract_inverted_index.Subsequent | 103 |
| abstract_inverted_index.associated | 136 |
| abstract_inverted_index.cantilever | 91, 95 |
| abstract_inverted_index.excavation | 87 |
| abstract_inverted_index.foundation | 4, 26, 101, 169 |
| abstract_inverted_index.mechanical | 134, 142 |
| abstract_inverted_index.mechanisms | 42 |
| abstract_inverted_index.parametric | 130 |
| abstract_inverted_index.principles | 143 |
| abstract_inverted_index.references | 160 |
| abstract_inverted_index.represents | 7 |
| abstract_inverted_index.single-row | 90 |
| abstract_inverted_index.structural | 127 |
| abstract_inverted_index.comparative | 73 |
| abstract_inverted_index.comparisons | 108 |
| abstract_inverted_index.engineering | 62 |
| abstract_inverted_index.excavations | 28 |
| abstract_inverted_index.extensively | 32 |
| abstract_inverted_index.indicators, | 112 |
| abstract_inverted_index.interaction | 146 |
| abstract_inverted_index.performance | 111 |
| abstract_inverted_index.simulations | 105 |
| abstract_inverted_index.structures, | 93 |
| abstract_inverted_index.typologies. | 128 |
| abstract_inverted_index.Furthermore, | 47 |
| abstract_inverted_index.anti-sliding | 14 |
| abstract_inverted_index.conventional | 12 |
| abstract_inverted_index.displacement | 119 |
| abstract_inverted_index.distribution | 116 |
| abstract_inverted_index.engineering. | 71 |
| abstract_inverted_index.establishing | 140 |
| abstract_inverted_index.geotechnical | 70 |
| abstract_inverted_index.load-bearing | 41 |
| abstract_inverted_index.optimization | 164 |
| abstract_inverted_index.particularly | 35 |
| abstract_inverted_index.quantitative | 107 |
| abstract_inverted_index.applications, | 63 |
| abstract_inverted_index.corresponding | 141 |
| abstract_inverted_index.geometrically | 53 |
| abstract_inverted_index.investigated, | 33 |
| abstract_inverted_index.investigation | 131 |
| abstract_inverted_index.methodologies | 50 |
| abstract_inverted_index.characteristic | 133 |
| abstract_inverted_index.configuration, | 139 |
| abstract_inverted_index.configurations | 24 |
| abstract_inverted_index.implementation | 20 |
| abstract_inverted_index.redistribution | 45 |
| abstract_inverted_index.soil-structure | 151 |
| abstract_inverted_index.systematically | 78 |
| abstract_inverted_index.underdeveloped | 58 |
| abstract_inverted_index.configurations, | 96 |
| abstract_inverted_index.configurations: | 89 |
| abstract_inverted_index.behavior.towers. | 152 |
| abstract_inverted_index.characteristics. | 46 |
| abstract_inverted_index.research-practice | 67 |
| cited_by_percentile_year | |
| countries_distinct_count | 1 |
| institutions_distinct_count | 6 |
| citation_normalized_percentile.value | 0.41833811 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | True |