{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,21]],"date-time":"2026-04-21T22:46:58Z","timestamp":1776811618353,"version":"3.51.2"},"reference-count":20,"publisher":"European Society of Computational Methods in Sciences and Engineering","issue":"1","content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["JCM"],"published-print":{"date-parts":[[2022,1,26]]},"abstract":"<jats:p>In order to analyze the mutual influence between the long-span highway tunnel and urban rail transit tunnel that is constructed at proximity, this paper established 3D finite element models based on Chongqing Zengjiayan Tunnel and the Metro Railway Line 9 and Line 10 projects to calculate and analyze the secondary lining stress, distribution and change law of deformation of Zengjiayan Tunnel and the Metro Railway Line Tunnel. The results show that: (1) The main risk of the Zengjiayan Tunnel is that the tunnel body might displace in the excavation and the surrounding rock stress could possibly change. The forces undertaken by the main structure of the cross-section are calculated and analyzed based on the shallow buried tunnel. Accordingly, the horizontal and vertical displacement limit and relative displacement meet the relevant specification; (2) Zengjiayan Tunnel over the lobby of Liyuchi Station, a transitional station of Line 9 and Line 10. The main risk is the displacement of the transitional channel in the excavation and changes in the stress on surrounding rocks, but the risk of self-structure excavation and support is under control.<\/jats:p>","DOI":"10.3233\/jcm-215624","type":"journal-article","created":{"date-parts":[[2021,11,5]],"date-time":"2021-11-05T14:56:09Z","timestamp":1636124169000},"page":"41-55","source":"Crossref","is-referenced-by-count":1,"title":["Mutual influence of long-span urban highway tunnel and rail transit construction"],"prefix":"10.66113","volume":"22","author":[{"given":"Honglin","family":"Yu","sequence":"first","affiliation":[{"name":"School of Civil Engineering, Chongqing Jiaotong University, Chongqing, China"},{"name":"CISDI Engineering Co., Ltd., Chongqing, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Shiyang","family":"Liu","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, Chongqing Jiaotong University, Chongqing, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Chun","family":"Zheng","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, Chongqing Jiaotong University, Chongqing, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Yun","family":"Li","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, Chongqing Jiaotong University, Chongqing, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Jie","family":"Liu","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, Chongqing Jiaotong University, Chongqing, China"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"55691","reference":[{"issue":"1","key":"10.3233\/JCM-215624_ref1","first-page":"194","article-title":"Structure deformation caused by shield tunnel excavation above existing tunnels of shenzhen metro","volume":"55","author":"Jiang","year":"2018","journal-title":"Modern Tunnelling Technology"},{"issue":"1","key":"10.3233\/JCM-215624_ref2","doi-asserted-by":"crossref","first-page":"103","DOI":"10.1016\/j.eng.2017.08.001","article-title":"Research on combined construction technology for cross-subway tunnels in underground spaces","volume":"4","author":"Chen","year":"2018","journal-title":"Engineering"},{"issue":"4","key":"10.3233\/JCM-215624_ref3","first-page":"594","article-title":"Study of influence of construction of large cross section rectangular EPB-type pipe jacking tunnel on below operating metro tunnel deformation","volume":"38","author":"Yi","year":"2018","journal-title":"Tunnel Construction"},{"key":"10.3233\/JCM-215624_ref4","unstructured":"M.S. Zhang, L. Gong, H.Y. Chen, X.F. Sun and J.W. Yu, Research on the key technologies of construction of TBM interval tunnel across high-speed railway tunnel, Journal of Railway Engineering Society 36(7) (2019), 76-80+104."},{"issue":"4","key":"10.3233\/JCM-215624_ref5","first-page":"160","article-title":"Construction techniques of shield tunnels approaching existing metro tunnels in soft ground at seafront areas","volume":"56","author":"Liu","year":"2019","journal-title":"Modern Tunnelling Technology"},{"issue":"11","key":"10.3233\/JCM-215624_ref6","first-page":"1898","article-title":"Construction control technology of shield overcrossing adjacent existing operation tunnel","volume":"39","author":"Yang","year":"2019","journal-title":"Tunnel Construction"},{"issue":"S1","key":"10.3233\/JCM-215624_ref7","first-page":"160","article-title":"Influence of overcrossing construction of a newly-built highway tunnel on existing metro tunnel with small clear spacing: A case study on chongqing hongyancun tunnel overcrossing existing loop tunnel","volume":"40","author":"Wang","year":"2020","journal-title":"Tunnel Construction"},{"issue":"1","key":"10.3233\/JCM-215624_ref8","first-page":"129","article-title":"Regional coordination control method of rail transit signal based on unmanned driver","volume":"14","author":"Wu","year":"2020","journal-title":"Jordan Journal of Mechanical and Industrial Engineering"},{"issue":"7","key":"10.3233\/JCM-215624_ref9","first-page":"64","article-title":"Development technology of underground space over shield tunnel","volume":"60","author":"Guo","year":"2020","journal-title":"Railway Engineering"},{"issue":"S2","key":"10.3233\/JCM-215624_ref10","first-page":"196","article-title":"Protection scheme for running metro tunnels under disturbance of upper foundation pit in complex environment","volume":"40","author":"Tian","year":"2020","journal-title":"Tunnel Construction"},{"issue":"5","key":"10.3233\/JCM-215624_ref11","first-page":"243","article-title":"Safety control technology for the newly constructed shield tunnels approaching existing metro lines underneath","volume":"57","author":"Yao","year":"2020","journal-title":"Modern Tunnelling Technology"},{"key":"10.3233\/JCM-215624_ref12","unstructured":"Z. Zhou, Y. Chen and L.W. Miao, Study of equivalent layered method based prediction model for deformations caused by construction of new tunnels undercrossing existing tunnels, Modern Tunnelling Technology 57(5) (2020), 99-103+135."},{"issue":"S1","key":"10.3233\/JCM-215624_ref13","first-page":"835","article-title":"Investigation of construction impact of super-large-diameter shield tunnel underneath existing subway tunnel","volume":"57","author":"Zhou","year":"2020","journal-title":"Modern Tunnelling Technology"},{"key":"10.3233\/JCM-215624_ref14","first-page":"466","article-title":"Research on the influence of the Zhengzhou metro shield tunnel construction on the existing railway under different crossing angles","author":"Du","year":"2020","journal-title":"Modern Tunnelling Technology57(S1)"},{"issue":"S2","key":"10.3233\/JCM-215624_ref15","first-page":"3586","article-title":"Effects of twin tunneling underneath on existing shield tunnels","volume":"39","author":"Gan","year":"2020","journal-title":"Chinese Journal of Rock Mechanics and Engineering"},{"issue":"2","key":"10.3233\/JCM-215624_ref16","first-page":"78","article-title":"Dependence of peak tunneling current density on structural parameters in rectangular DQW device","volume":"6","author":"Saha","year":"2017","journal-title":"Advances in Industrial Engineering and Management"},{"issue":"12","key":"10.3233\/JCM-215624_ref17","first-page":"3515","article-title":"Changes in circumferential pressure and stresses in existing tunnels caused by tunnel crossing","volume":"51","author":"Wei","year":"2020","journal-title":"Journal of Central South University (Science and Technology)"},{"issue":"6","key":"10.3233\/JCM-215624_ref18","first-page":"2459","article-title":"Construction control technology of metro passing through the existing shield under the sand pebble stratum","volume":"21","author":"Zhou","year":"2021","journal-title":"Science Technology and Engineering"},{"issue":"3","key":"10.3233\/JCM-215624_ref19","doi-asserted-by":"crossref","first-page":"882","DOI":"10.1007\/s11771-021-4628-7","article-title":"Settlement characteristics of large-diameter shield excavation below existing subway in close vicinity","volume":"28","author":"Fang","year":"2021","journal-title":"Journal of Central South University"},{"issue":"2","key":"10.3233\/JCM-215624_ref20","first-page":"321","article-title":"Drilling and blasting technology for closely crossing existing shield tunnel","volume":"34","author":"Gao","year":"2021","journal-title":"Journal of Vibration Engineering"}],"container-title":["Journal of Computational Methods in Sciences and Engineering"],"original-title":[],"link":[{"URL":"https:\/\/content.iospress.com\/download?id=10.3233\/JCM-215624","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2026,4,21]],"date-time":"2026-04-21T22:06:44Z","timestamp":1776809204000},"score":1,"resource":{"primary":{"URL":"https:\/\/journals.sagepub.com\/doi\/full\/10.3233\/JCM-215624"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2022,1,26]]},"references-count":20,"journal-issue":{"issue":"1"},"URL":"https:\/\/doi.org\/10.3233\/jcm-215624","relation":{},"ISSN":["1472-7978","1875-8983"],"issn-type":[{"value":"1472-7978","type":"print"},{"value":"1875-8983","type":"electronic"}],"subject":[],"published":{"date-parts":[[2022,1,26]]}}}