Effects of fault zones on failure mechanism of tunnel, an experimental study

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Autoren

  • Ba Thao Vu
  • Hehua Zhu
  • Qianwei Xu
  • Xiaoying Zhuang

Organisationseinheiten

Externe Organisationen

  • Vietnam Academy for Water Resources
  • Tongji University
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Titel des SammelwerksProceedings of China-Europe Conference on Geotechnical Engineering
Herausgeber/-innenWei Wu, Hai-Sui Yu
Herausgeber (Verlag)Springer Verlag
Seiten1186-1191
Seitenumfang6
Auflage216849
ISBN (Print)9783319971148
PublikationsstatusVeröffentlicht - 3 Aug. 2018
VeranstaltungChina-Europe Conference on Geotechnical Engineering, 2016 - Vienna, Österreich
Dauer: 13 Aug. 201616 Aug. 2016

Publikationsreihe

NameSpringer Series in Geomechanics and Geoengineering
Nummer216849
ISSN (Print)1866-8755
ISSN (elektronisch)1866-8763

Abstract

This paper presents a large-scale experiment for studying the effects of fault zones on the failure process and failure pattern of tunnel. Firstly, appropriate synthetic materials representing fault zones and rock mass were developed. The mix of fine sand and grease was adopted to model the fault zones. Secondly, an experimental model was then performed to investigate the effects of fault zones on the progressive failure of tunnels. It was found that the presence of fault zones caused the asymmetry of convergent deformations and failure patterns. The fault zone itself failed initially and became a slip surface, which then led to the failure of surrounding rock masses and eventually caused the collapse of the tunnel. Failure mechanisms of tunnels with a fault zone obtained by model tests are helpful for the implementation of optimum support designing.

ASJC Scopus Sachgebiete

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Effects of fault zones on failure mechanism of tunnel, an experimental study. / Vu, Ba Thao; Zhu, Hehua; Xu, Qianwei et al.
Proceedings of China-Europe Conference on Geotechnical Engineering . Hrsg. / Wei Wu; Hai-Sui Yu. 216849. Aufl. Springer Verlag, 2018. S. 1186-1191 (Springer Series in Geomechanics and Geoengineering; Nr. 216849).

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Vu, BT, Zhu, H, Xu, Q & Zhuang, X 2018, Effects of fault zones on failure mechanism of tunnel, an experimental study. in W Wu & H-S Yu (Hrsg.), Proceedings of China-Europe Conference on Geotechnical Engineering . 216849 Aufl., Springer Series in Geomechanics and Geoengineering, Nr. 216849, Springer Verlag, S. 1186-1191, China-Europe Conference on Geotechnical Engineering, 2016, Vienna, Österreich, 13 Aug. 2016. https://doi.org/10.1007/978-3-319-97115-5_66
Vu, B. T., Zhu, H., Xu, Q., & Zhuang, X. (2018). Effects of fault zones on failure mechanism of tunnel, an experimental study. In W. Wu, & H.-S. Yu (Hrsg.), Proceedings of China-Europe Conference on Geotechnical Engineering (216849 Aufl., S. 1186-1191). (Springer Series in Geomechanics and Geoengineering; Nr. 216849). Springer Verlag. https://doi.org/10.1007/978-3-319-97115-5_66
Vu BT, Zhu H, Xu Q, Zhuang X. Effects of fault zones on failure mechanism of tunnel, an experimental study. in Wu W, Yu HS, Hrsg., Proceedings of China-Europe Conference on Geotechnical Engineering . 216849 Aufl. Springer Verlag. 2018. S. 1186-1191. (Springer Series in Geomechanics and Geoengineering; 216849). doi: 10.1007/978-3-319-97115-5_66
Vu, Ba Thao ; Zhu, Hehua ; Xu, Qianwei et al. / Effects of fault zones on failure mechanism of tunnel, an experimental study. Proceedings of China-Europe Conference on Geotechnical Engineering . Hrsg. / Wei Wu ; Hai-Sui Yu. 216849. Aufl. Springer Verlag, 2018. S. 1186-1191 (Springer Series in Geomechanics and Geoengineering; 216849).
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abstract = "This paper presents a large-scale experiment for studying the effects of fault zones on the failure process and failure pattern of tunnel. Firstly, appropriate synthetic materials representing fault zones and rock mass were developed. The mix of fine sand and grease was adopted to model the fault zones. Secondly, an experimental model was then performed to investigate the effects of fault zones on the progressive failure of tunnels. It was found that the presence of fault zones caused the asymmetry of convergent deformations and failure patterns. The fault zone itself failed initially and became a slip surface, which then led to the failure of surrounding rock masses and eventually caused the collapse of the tunnel. Failure mechanisms of tunnels with a fault zone obtained by model tests are helpful for the implementation of optimum support designing.",
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AU - Vu, Ba Thao

AU - Zhu, Hehua

AU - Xu, Qianwei

AU - Zhuang, Xiaoying

N1 - Funding information:. This study was financially supported by Natural Science Foundation of China (No. 41130751).

PY - 2018/8/3

Y1 - 2018/8/3

N2 - This paper presents a large-scale experiment for studying the effects of fault zones on the failure process and failure pattern of tunnel. Firstly, appropriate synthetic materials representing fault zones and rock mass were developed. The mix of fine sand and grease was adopted to model the fault zones. Secondly, an experimental model was then performed to investigate the effects of fault zones on the progressive failure of tunnels. It was found that the presence of fault zones caused the asymmetry of convergent deformations and failure patterns. The fault zone itself failed initially and became a slip surface, which then led to the failure of surrounding rock masses and eventually caused the collapse of the tunnel. Failure mechanisms of tunnels with a fault zone obtained by model tests are helpful for the implementation of optimum support designing.

AB - This paper presents a large-scale experiment for studying the effects of fault zones on the failure process and failure pattern of tunnel. Firstly, appropriate synthetic materials representing fault zones and rock mass were developed. The mix of fine sand and grease was adopted to model the fault zones. Secondly, an experimental model was then performed to investigate the effects of fault zones on the progressive failure of tunnels. It was found that the presence of fault zones caused the asymmetry of convergent deformations and failure patterns. The fault zone itself failed initially and became a slip surface, which then led to the failure of surrounding rock masses and eventually caused the collapse of the tunnel. Failure mechanisms of tunnels with a fault zone obtained by model tests are helpful for the implementation of optimum support designing.

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