Predicting Ground Settlement Due to Symmetrical Tunneling through an Energy Conservation Method Article Swipe
Xiang Liu
,
Qian Fang
,
Qiushuang Zhou
,
Yan Liu
·
YOU?
·
· 2018
· Open Access
·
· DOI: https://doi.org/10.3390/sym10060186
YOU?
·
· 2018
· Open Access
·
· DOI: https://doi.org/10.3390/sym10060186
This paper presents an analytical method using the energy conservation principle to predict ground settlement due to symmetrically shaped tunnel construction in elastic ground conditions. Ground settlement is calculated by balancing the energy in shearing the soil, the work done by gravity, and the negative work done along the tunnel boundary. The proposed method was validated by finite-difference numerical simulations. According to the simulations, it was found that the direction of maximum shear stress under shear strain extension (SSE) was opposite to that under shear strain compression (SSC). The energy in shearing the soil can be obtained by using both the differential of ground displacement, and the fitted expression of maximum shear strain. Subsequently, ground deformation was predicted by the proposed method under three different conditions, and then compared with numerical results. Specific cases of ground settlement due to tunneling can be predicted by the proposed method, using the differential of the proposed empirical solutions. Ground settlements calculated by fitted expressions of maximum shear strain were closer to numerical results than those calculated by differentials. Deriving an empirical equation of maximum engineering shear strain from fitted expressions may be an innovative way for the proposed method to predict ground settlement.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3390/sym10060186
- https://www.mdpi.com/2073-8994/10/6/186/pdf?version=1527520661
- OA Status
- gold
- Cited By
- 5
- References
- 14
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W2805714130
All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W2805714130Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.3390/sym10060186Digital Object Identifier
- Title
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Predicting Ground Settlement Due to Symmetrical Tunneling through an Energy Conservation MethodWork title
- Type
-
articleOpenAlex work type
- Language
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enPrimary language
- Publication year
-
2018Year of publication
- Publication date
-
2018-05-28Full publication date if available
- Authors
-
Xiang Liu, Qian Fang, Qiushuang Zhou, Yan LiuList of authors in order
- Landing page
-
https://doi.org/10.3390/sym10060186Publisher landing page
- PDF URL
-
https://www.mdpi.com/2073-8994/10/6/186/pdf?version=1527520661Direct link to full text PDF
- Open access
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YesWhether a free full text is available
- OA status
-
goldOpen access status per OpenAlex
- OA URL
-
https://www.mdpi.com/2073-8994/10/6/186/pdf?version=1527520661Direct OA link when available
- Concepts
-
Shearing (physics), Geotechnical engineering, Settlement (finance), Geology, Shear stress, Shear (geology), Numerical analysis, Mechanics, Structural engineering, Physics, Mathematics, Mathematical analysis, Computer science, Engineering, World Wide Web, Payment, PetrologyTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
5Total citation count in OpenAlex
- Citations by year (recent)
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2023: 1, 2022: 1, 2020: 1, 2019: 2Per-year citation counts (last 5 years)
- References (count)
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14Number of works referenced by this work
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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