Deformation and Protection of Existing Tunnels at an Oblique Intersection Angle to an Excavation-Reference-Cited by-同舟云学术

Deformation and Protection of Existing Tunnels at an Oblique Intersection Angle to an Excavation

Published:2020-08 Issue:8 Volume:20 Page:05020004
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zheng Gang¹,Pan Jun²^ORCID,Li Yaoliang³,Cheng Xuesong⁴^ORCID,Tan Fulong⁵,Du Yiming⁶,Li Xinhao⁷

Affiliation:

1. Professor, MOE Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, 300072, China; Dept. of Civil Engineering, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China.

2. Ph.D. Student, Dept. of Civil Engineering, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China. ORCID: .

3. Senior Engineer, Dept. of Tianjin Branch Engineering, Shanghai Foundation Engineering Co., 406 Jiangxi Rd., Shanghai 200002, China.

4. Associate Professor, MOE Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China; Dept. of Civil Engineering, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China (corresponding author). ORCID: .

5. Engineer, Special Foundation Engineering Design and Research Institute, Shanghai Foundation Engineering Co., 406 Jiangxi Rd., Shanghai 200002, China.

6. Assistant Researcher, MOE Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China; Dept. of Civil Engineering, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China.

7. Research Student, Dept. of Civil Engineering, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001766

Reference56 articles.

1. Bilotta E. 2004. “Diaphragm walls to mitigate ground movements induced by tunnelling: experimental and numerical analysis.” Ph.D. thesis Dept. of Civil Building and Environmental Engineering Univ. of Roma La Sapienza and Napoli Federico II.

2. Use of diaphragm walls to mitigate ground movements induced by tunnelling

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

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

Cited by 32 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Long-term performance of subway tunnels induced by the symmetrical excavation of semicircular deep foundation pits in the Northeast Region hard silty clay;Tunnelling and Underground Space Technology;2024-12

2. Evolution of Tunnel Uplift Induced by Overlying Oblique Intersection Angle Excavation and an Effective Protection Measure;International Journal of Geomechanics;2024-11

3. Analytical approach for longitudinal deformation of shield tunnels considering bending-shear-torsional effects of circumferential joints;Tunnelling and Underground Space Technology;2024-10

4. Discussion of “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”;Journal of Geotechnical and Geoenvironmental Engineering;2024-07

5. Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”;Journal of Geotechnical and Geoenvironmental Engineering;2024-07