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Enhancing Tunnel Fault-Resistance with Combined Seismic Joints and Steel–Polypropylene Fiber Concrete Linings.

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Title: Enhancing Tunnel Fault-Resistance with Combined Seismic Joints and Steel–Polypropylene Fiber Concrete Linings.
Authors: Wang, You1, ywang1920@csu.edu.cn, Yin, Zixi1, Wang, Rui1, Ding, Bosong1, Wang, Ziwei1
Source: Buildings (2075-5309); Nov2025, Vol. 15 Issue 21, p3819, 21p
Database: Applied Science & Technology Source
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Header DbId: aci
DbLabel: Applied Science & Technology Source
An: 189601118
AccessLevel: 2
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 0
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  Data: Enhancing Tunnel Fault-Resistance with Combined Seismic Joints and Steel–Polypropylene Fiber Concrete Linings.
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  Data: <searchLink fieldCode="AU" term="%22Wang%2C+You%22">Wang, You</searchLink><relatesTo>1</relatesTo>, <i>ywang1920@csu.edu.cn</i><br /><searchLink fieldCode="AU" term="%22Yin%2C+Zixi%22">Yin, Zixi</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AU" term="%22Wang%2C+Rui%22">Wang, Rui</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AU" term="%22Ding%2C+Bosong%22">Ding, Bosong</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AU" term="%22Wang%2C+Ziwei%22">Wang, Ziwei</searchLink><relatesTo>1</relatesTo>
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  Data: <searchLink fieldCode="JN" term="%22Buildings+%282075-5309%29%22">Buildings (2075-5309)</searchLink>; Nov2025, Vol. 15 Issue 21, p3819, 21p
PLink https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=aci&AN=189601118
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      – Type: doi
        Value: 10.3390/buildings15213819
    Languages:
      – Code: eng
        Text: English
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        PageCount: 21
        StartPage: 3819
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      – TitleFull: Enhancing Tunnel Fault-Resistance with Combined Seismic Joints and Steel–Polypropylene Fiber Concrete Linings.
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            NameFull: Wang, You
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            NameFull: Yin, Zixi
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            NameFull: Wang, Rui
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            NameFull: Ding, Bosong
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            – D: 01
              M: 11
              Text: Nov2025
              Type: published
              Y: 2025
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              Value: 15
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              Value: 21
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