Effects of Jet-Grouting Piles on Loess Tunnel Foundation with Centrifugal Model Tests-Reference-Cited by-同舟云学术

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Effects of Jet-Grouting Piles on Loess Tunnel Foundation with Centrifugal Model Tests

Published:2023-03 Issue:3 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fan Haobo¹^ORCID,Liu Tong²,Zhang Shiyu³,He Haijun⁴,Zhu Zhengguo⁵,Zhu Yongquan⁵,Gao Xinqiang⁵

Affiliation:

1. Lecturer, School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China. ORCID: .

2. Professor, School of Science, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China (corresponding author).

3. Ph.D. Student, School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China.

4. Professor, School of Science, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China.

5. Professor, School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8078

Reference40 articles.

1. Influence of drainage and root biomass on soil mechanical behavior in triaxial tests

2. Centrifuge modeling of interaction between reverse faulting and tunnel

3. Use of a Line of Piles to Prevent Damages Induced by Tunnel Excavation

4. Subway station construction using combined shield and shallow tunnelling method: Case study of Gaojiayuan station in Beijing;Cao L.;Tunnelling Underground Space Technol.,2018

5. Centrifugal model tests on face failure of earth pressure balance shield induced by steady state seepage in saturated sandy silt ground

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