Influence of Underground Tunnel Excavation on Upper‐level Existing Pipelines

Feng, X T; Yang, Xian; Li, Yongsuo; Ding, Xingyu

doi:10.1155/2022/5469345

Cited by 1 publication

(1 citation statement)

References 6 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…For the calculation of overlying pipeline deformation caused by tunnel excavation, the common methods to predict pipeline deformation include theoretical analysis 1 – 15 , numerical simulation 16 , 17 and model test 18 , 19 . Compared with the other two methods, the theoretical analysis has significant advantages in practical application by virtue of its simplicity and convenience, so many scholars have carried out a lot of research on it and achieved rich results.…”

Section: Introductionmentioning

confidence: 99%

A new approach for evaluating continuous and discontinuous pipeline deformation induced by soil tunnel excavation

Yang

Deng

Yang

et al. 2023

Sci Rep

View full text Add to dashboard Cite

The deformation of the overlying pipeline caused by the soil tunnel excavation cannot be ignored in the case of the small spacing between the pipeline and the tunnel. Based on the rigid bar method, the pipeline-soil interaction model was established, with the simply supported beam as the basic system, and the loads acting on the pipeline by the soil are considered to be linearly distributed. Calculation methods for continuous and discontinuous pipeline deformations were established. The results calculated by the proposed method agree well with the experimental data of centrifuge tests and field data. Parametric study on the effect of the volume loss (η = 1%, 2%,3 %), rotational stiffness (β0 = 4.47 × 106N⋅m/rad, 4.47 × 108N⋅m/rad, 4.47 × 1010N⋅m/rad), ratio of pipeline section length to inflection point of soil settlement curve (L/is = 0.5, 1.0, 1.5, 2.0) and soil elastic modulus (E = 10 MPa, 30 MPa, 50 MPa) on the deflection and joint rotation angle of the discontinuous pipeline were carried out. Results show that: (1) the maximum pipeline deflection and the maximum rotation angle of the joint increase as η increases and decrease as β0 increases; (2) in the "odd" case, the maximum pipeline deflection and the maximum rotation angle of the joint first increase and then decrease as L/is increases, reaching a peak at L/is = 1.5, while in the "even" case, the maximum pipeline deflection decreases as L/is increases and the maximum rotation angle of the joint first increases and then decreases as L/is increases; (3) in the "odd" case, the maximum pipeline deflection and the maximum angle of rotation of the joint decrease as E increases, while the opposite trend is observed in the "even" case. Additionally, the maximum pipeline deflection and the maximum rotation angle of the joint are always greater in the "odd" case than that in the "even" case.

show abstract