Viscoelastic–plastic stability analysis of large-section quasi-rectangular pipe-jacking tunnel under-passing box culvert
Author:
Funder
China Postdoctoral Science Foundation
Publisher
Springer Science and Business Media LLC
Subject
Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change
Link
https://link.springer.com/content/pdf/10.1007/s12665-023-11370-8.pdf
Reference30 articles.
1. Cheng LY, Ariaratnam ST, Chen SX (2017) Analytical solution for predicting ground deformation associated with pipe jacking. J Pipeline Syst Eng 8(3):04017008
2. Hao ZH, Zhang H, Zhang G, Xiong W, Wang L (2022) The Prediction of ground settlement of a box culvert jacked under the action of an ultra-shallow buried pipe curtain. Arab J Sci Eng. https://doi.org/10.1007/s13369-021-06417-6
3. Jia PJ, Zhao W, Khoshghalb A, Ni PP, Jiang BF, Chen Y, Li SG (2020) A new model to predict ground surface settlement induced by jacked pipes with flanges. Tunn Undergr Space Technol 98:103330
4. Li XY, Liu GB (2017) A complex variable solution for rectangle pipe jacking in elastic half-plane. Math Probl Eng 2017:5713063
5. Li ZK, Lv JB, Xie XD, Fu HL, Huang J, Li ZR (2021) Mechanical characteristics of structures and ground deformation caused by shield tunneling under-passing highways in complex geological conditions based on the MJS Method. Appl Sci (basel) 11(19):9323
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