Performance and Mechanism of Double-Row Capsule Grouting to Protect Tunnels Adjacent to Excavation-Reference-Cited by-同舟云学术

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Performance and Mechanism of Double-Row Capsule Grouting to Protect Tunnels Adjacent to Excavation

Published:2024-09 Issue:9 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

He Xiaopei¹,Liu Xiaomin²,Liu Zhaopeng³

Affiliation:

1. Engineer, China Construction Sixth Engineering Bureau Co., Ltd., Tianjin 300171, China (corresponding author).

2. Senior Engineer, China Construction Sixth Engineering Bureau Co., Ltd., Tianjin 300171, China.

3. Ph.D. Student, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9465

Reference34 articles.

1. Design adaptations in a large and deep urban excavation: Case study

2. Factors Affecting Long-Term Efficiency of Compensation Grouting in Clays

3. A small-strain overlay model

4. Brinkgreve, R. B. J., S. Kumarswamy, and W. M. Swolfs. 2015. Plaxis 3D reference manual anniversary edition version 1. Delft: Plaxis Bv.

5. Heave of tunnels beneath the Shell Centre, London, 1959–1986

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