Analysis of additional stress for a curved shield tunnel

S Li, P Li, M Zhang - Tunnelling and Underground Space Technology, 2021 - Elsevier
This paper focuses on analytical solutions of additional stresses for a curved shield tunnel.
General equations of additional stress caused by construction loadings were deduced by …

Numerical analysis of ground displacement and segmental stress and influence of yaw excavation loadings for a curved shield tunnel

M Zhang, S Li, P Li - Computers and Geotechnics, 2020 - Elsevier
This paper describes the key influences of yaw excavation loadings on ground displacement
and segmental stress for a curved shield tunnel. The influences are investigated through …

Analytical solutions to ground settlement induced by ground loss and construction loadings during curved shield tunneling

S Li, M Zhang, P Li - Journal of Zhejiang University-SCIENCE A, 2021 - Springer
This paper focuses on the ground settlement induced by the construction of a curved shield
tunnel. Ground loss and construction loadings are the two factors causing ground …

Displacement analytical prediction of shallow tunnel based on unified displacement function under slope boundary

F Kong, D Lu, X Du, C Shen - International Journal for …, 2019 - Wiley Online Library
For slope condition of ground surface, the asymmetrical deformation about the vertical
center line and the horizontal center line of the tunnel cross section can be formed. A unified …

A unified displacement function to analytically predict ground deformation of shallow tunnel

D Lu, F Kong, X Du, C Shen, Q Gong, P Li - Tunnelling and Underground …, 2019 - Elsevier
A unified displacement function of the cross-section of a circular shallow tunnel, expressed
by the Fourier series, is proposed. The unified displacement function can reflect main …

Analytical prediction of tunnel deformation beneath an inclined plane: complex potential analysis

P Mabe Fogang, Y Liu, JL Zhao, TA Ka, S Xu - Applied Sciences, 2023 - mdpi.com
When excavating a tunnel, the stresses are distributed asymmetrically along the tunnel cross-
section. Other factors, particularly slope friction force and excavation speed, can also …

Consolidation effects on pipe-soil interaction due to tunneling

X Liang, J Xu, Y Huang, L Shi, Z Zeng, B Miao… - Frontiers in Earth …, 2024 - frontiersin.org
Existing studies on soil-pipe interaction due to tunneling mainly focus on short-term
responses. However, in areas with high water tables and low permeability soil, long-term …

The Ground Settlement and the Existing Pipeline Response Induced by the Nonsynchronous Construction of a Twin‐Tunnel

S Sun, C Rong, H Wang, L Cui… - Advances in Civil …, 2021 - Wiley Online Library
Shielding tunnel construction always has negative impacts on the surrounding buildings.
Because of repeated disturbances caused by the construction, more attention should be …

[PDF][PDF] 双线平行盾构开挖引起的地表沉降随机介质预测

魏纲, 周杨侃 - 现代隧道技术, 2016 - xdsdjs.com
摘要针对双线水平平行盾构隧道施工引起的地表沉降计算方法, 文章建立修正的随机介质理论
简化方法, 分别计算先行盾构和后行盾构施工引起的地表沉降, 并考虑两者参数取值不同以及后 …

[引用][C] 基于Peck 公式的双线盾构引起的土体沉降预测

陈春来, 赵城丽, 魏纲, 丁智 - 岩土力学, 2014