{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,11,6]],"date-time":"2025-11-06T15:39:46Z","timestamp":1762443586284,"version":"3.38.0"},"reference-count":16,"publisher":"SAGE Publications","issue":"5","license":[{"start":{"date-parts":[[2014,1,12]],"date-time":"2014-01-12T00:00:00Z","timestamp":1389484800000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/journals.sagepub.com\/page\/policies\/text-and-data-mining-license"}],"content-domain":{"domain":["journals.sagepub.com"],"crossmark-restriction":true},"short-container-title":["Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit"],"published-print":{"date-parts":[[2015,7]]},"abstract":"<jats:p> This paper proposes a practical method to predict the impact of foundation construction for a new high-speed rail line on running safety and riding comfort of an existing high-speed line. The presented numerical model consists of a bridge girder\/pier finite element model, a pier-bearing platform-pile foundation-soil numerical model and a train\/bridge interaction model that takes into account the dynamic interactions in the train\/bridge\/pier\/soil system. The proposed method is used in an engineering case study. The results show that the foundation construction has an obvious influence on a nearby existing high-speed-line bridge. The differential settlement of piers leads to an increase in the bridge deflection, and generally the higher the train speed, the larger the deflection. The lateral displacement of the pier has a greater influence on the ride comfort than the vertical differential settlement, and an allowance of 20\u2009mm is suggested for lateral displacement of the pier in a ballasted high-speed line. <\/jats:p>","DOI":"10.1177\/0954409713519087","type":"journal-article","created":{"date-parts":[[2014,1,14]],"date-time":"2014-01-14T01:26:40Z","timestamp":1389662800000},"page":"553-564","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":10,"title":["A numerical method to predict the riding comfort induced by foundation construction close to a high-speed-line bridge"],"prefix":"10.1177","volume":"229","author":[{"given":"Yanmei","family":"Cao","sequence":"first","affiliation":[{"name":"School of Civil Engineering, Beijing Jiaotong University, People\u2019s Republic of China"},{"name":"Faculty of Engineering, University of Porto, Portugal"}]},{"given":"He","family":"Xia","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, Beijing Jiaotong University, People\u2019s Republic of China"}]},{"given":"Wenliang","family":"Lu","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, Beijing Jiaotong University, People\u2019s Republic of China"}]},{"given":"Kunpeng","family":"Wang","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, Beijing Jiaotong University, People\u2019s Republic of China"}]},{"given":"Rui","family":"Cal\u00e7ada","sequence":"additional","affiliation":[{"name":"Faculty of Engineering, University of Porto, Portugal"}]}],"member":"179","published-online":{"date-parts":[[2014,1,12]]},"reference":[{"key":"bibr1-0954409713519087","doi-asserted-by":"publisher","DOI":"10.1243\/095440903765762823"},{"issue":"6","key":"bibr2-0954409713519087","first-page":"112","volume":"28","author":"Wang BL","year":"2006","journal-title":"J China Railway Soc"},{"key":"bibr3-0954409713519087","doi-asserted-by":"publisher","DOI":"10.1016\/j.tust.2007.06.008"},{"key":"bibr4-0954409713519087","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2009.03.019"},{"key":"bibr5-0954409713519087","first-page":"5","volume":"9","author":"Luo K","year":"2010","journal-title":"J Railway Engng Soc"},{"issue":"1","key":"bibr6-0954409713519087","first-page":"32","volume":"32","author":"Wang WD","year":"2010","journal-title":"Chin J Geotech Engng"},{"issue":"5","key":"bibr7-0954409713519087","first-page":"93","volume":"28","author":"Li MF","year":"2011","journal-title":"J East China Jiaotong Univ"},{"key":"bibr8-0954409713519087","doi-asserted-by":"publisher","DOI":"10.1016\/j.tust.2010.10.002"},{"key":"bibr9-0954409713519087","first-page":"34","volume":"2","author":"Wang W","year":"2012","journal-title":"Railway Construct Technol"},{"key":"bibr10-0954409713519087","doi-asserted-by":"publisher","DOI":"10.1016\/j.enggeo.2009.03.002"},{"key":"bibr11-0954409713519087","unstructured":"Xia H, Zhang N. 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