Version 1
: Received: 17 April 2024 / Approved: 17 April 2024 / Online: 17 April 2024 (12:03:36 CEST)
How to cite:
Li, Y.; Huang, C.; Lu, H.; Mou, C. Deformation Prediction Model of Existing Tunnel Structures with Equivalent Layered Method‐Peck Coupled under Multiple Factors. Preprints2024, 2024041139. https://doi.org/10.20944/preprints202404.1139.v1
Li, Y.; Huang, C.; Lu, H.; Mou, C. Deformation Prediction Model of Existing Tunnel Structures with Equivalent Layered Method‐Peck Coupled under Multiple Factors. Preprints 2024, 2024041139. https://doi.org/10.20944/preprints202404.1139.v1
Li, Y.; Huang, C.; Lu, H.; Mou, C. Deformation Prediction Model of Existing Tunnel Structures with Equivalent Layered Method‐Peck Coupled under Multiple Factors. Preprints2024, 2024041139. https://doi.org/10.20944/preprints202404.1139.v1
APA Style
Li, Y., Huang, C., Lu, H., & Mou, C. (2024). Deformation Prediction Model of Existing Tunnel Structures with Equivalent Layered Method‐Peck Coupled under Multiple Factors. Preprints. https://doi.org/10.20944/preprints202404.1139.v1
Chicago/Turabian Style
Li, Y., Hongjian Lu and Chao Mou. 2024 "Deformation Prediction Model of Existing Tunnel Structures with Equivalent Layered Method‐Peck Coupled under Multiple Factors" Preprints. https://doi.org/10.20944/preprints202404.1139.v1
Abstract
By repeated unloading and loading of the excavation dynamic and static loads, repeated train dynamic and static loads of multi-factors, the underpass tunnel, cross tunnel engineering influence area rock layer, the existing tunnel structure of the three constitutes a multifaceted structure, multi-factor interaction system. Existing tunnels into the prediction theory model of the new tunnel excavation process of dynamic and static loads, dynamic and static loads of existing tunnels are mostly analyzed individually, the results of synergistic analysis needs to be improved. Based on the theory of the current layer method, the paper comprehensively considers the stiffness of the existing tunnel, the stiffness of the new tunnel, the excavation method load and the existing tunnel load, coupled with Peck's empirical formula, the theoretical model of deformation prediction for excavation of a two-lane highway tunnel under the tunnel through the existing railroad is proposed, and verified and optimized by numerical calculations and monitoring data, which proves the applicability and reliability of the theoretical model in the similar strata and the project promotion.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
