Effects of the excavation of deep foundation pits on an adjacent double-curved arch bridge
Authors:
- Xin YanXYXin Yan
- Liyuan TongLTLiyuan Tong
- Hongjiang LiHLHongjiang Li
- Wenyuan LiuWLWenyuan Liu
- Yu XiaoYXYu Xiao
- Wei WangWWWei Wang
Open Access
- 1 April 2025
- journal article
- research article
- Published by KEAI Publishing in Underground Space
- Vol. 21, 164-177
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China
This publication has 24 references indexed in Scilit:
- Numerical investigation on lateral monotonic and cyclic responses of scoured rigid monopile based on an integrated bounding surface modelComputers and Geotechnics, 2023
- Influencing factors and control measures of excavation on adjacent bridge foundation based on analytic hierarchy process and finite element methodFrontiers of Structural and Civil Engineering, 2021
- Corner and partition wall effects on the settlement of a historical building near a supported subway excavation in soft soilComputers and Geotechnics, 2020
- The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavationComputers and Geotechnics, 2020
- Composition and microstructure of 50-year lightweight aggregate concrete (LWAC) from Nanjing Yangtze River bridge (NYRB)Construction and Building Materials, 2019
- Observed Performance of a Large-Scale Deep Triangular Excavation in Shanghai Soft ClaysGeotechnical and Geological Engineering, 2019
- Evaluation of the response of a vaulted masonry structure to differential settlements using point cloud data and limit analysesConstruction and Building Materials, 2017
- Structural failures in refrofit historical murat masonry arch bridgeEngineering Failure Analysis, 2013
- Impact of constitutive models on the numerical analysis of underground constructionsActa Geotechnica, 2008
- Structural safety monitoring for Nanjing Yangtze River BridgeJournal of Central South University of Technology, 2004