{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2022,10,8]],"date-time":"2022-10-08T19:11:20Z","timestamp":1665256280671},"reference-count":14,"publisher":"JVE International Ltd.","issue":"2","content-domain":{"domain":["extrica.com"],"crossmark-restriction":true},"short-container-title":["J. vibroeng."],"published-print":{"date-parts":[[2016,3,31]]},"abstract":"<jats:p>The effect of earthquakes on the stability of the subway station and ground motions of surrounding rock masses, plays a key role in the seismic design of the subway station to avoid severe damage to subway station itself and adjacent structures. Most of the reported cases in the literatures on the effect of earthquake on ground motions focused on the ground motions without considering underground structures. In this study, the effect of earthquakes on the stability of the subway station, and ground motions of surrounding rock masses were investigated by using the Flac3d. The ground acceleration and safety factor of tunnel lining were highlighted. The results of the numerical analysis indicated the presence of a subway station has a great influence on ground motions, especially for the vertical ground acceleration. The ground acceleration increases with the decrease of buried depth. The amplification factor of ground acceleration is about 1.42. It exists an amplification region above the subway station with the width of 15 m. The safety factor of tunnel lining in subway station has a significant decrease in the maximum decrease rate of 67\u00a0%. The safety factor of tunnel lining except for tunnel crown and bottom changes periodic. Ground acceleration will induce extrusion or detach between surrounding rock masses and tunnel lining, and the direction of ground acceleration has a great influence on distribution of safety factor. The side wall and arch feet of tunnel lining is the most unfavorable part. Special attention should be paid to the side wall and arch feet of the subway station during seismic design.<\/jats:p>","DOI":"10.21595\/jve.2015.16109","type":"journal-article","created":{"date-parts":[[2022,10,8]],"date-time":"2022-10-08T18:33:26Z","timestamp":1665254006000},"page":"1060-1070","update-policy":"http:\/\/dx.doi.org\/10.21595\/jve.crossmarkpolicy","source":"Crossref","is-referenced-by-count":0,"title":["Effect of earthquake on stability of subway station and ground motions of surrounding rock masses"],"prefix":"10.21595","volume":"18","author":[{"given":"Yayong","family":"Li","sequence":"first","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Xiaoguang","family":"Jin","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Zhitao","family":"Lv","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Wei","family":"Luo","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Jianghui","family":"Dong","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"9051","published-online":{"date-parts":[[2016,3,31]]},"reference":[{"key":"key-10.21595\/jve.2015.16109-cit1","doi-asserted-by":"crossref","unstructured":"Iida H., Hirot T., Yoshida N, et al. Damage to Dakai subway station. Special Issue of Soils and Foundation, JSCE, 1996, p. 283-300.","DOI":"10.3208\/sandf.36.Special_283"},{"key":"key-10.21595\/jve.2015.16109-cit2","doi-asserted-by":"crossref","unstructured":"Charles H. D., Arnon R. Damage to rock tunnels from earthquake shaking. Journal of the Geotechnical Engineering, ASCE, (GT2), 1978, p.\u00a0175-191.","DOI":"10.1061\/AJGEB6.0000580"},{"key":"key-10.21595\/jve.2015.16109-cit3","doi-asserted-by":"crossref","unstructured":"Wang W. L., Wang T. T., Su J. J., et al. Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi Earthquake. Tunnelling and Underground Space Technology, Vol.\u00a016, 2001, p.\u00a0133-150.","DOI":"10.1016\/S0886-7798(01)00047-5"},{"key":"key-10.21595\/jve.2015.16109-cit4","unstructured":"Shukla D. K., Rizzo P. C., Stephenson D. E. Earthquake load analysis of tunnels and shafts. 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Nonlinear earthquake response analysis of 2-D underground structures with soil-structure interaction including separation and sliding at interface. 15th ASCE Engineering Mechanics Conference, New York, 2002, p.\u00a01-8."},{"key":"key-10.21595\/jve.2015.16109-cit8","doi-asserted-by":"crossref","unstructured":"Liu H. B., Song E. X. Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations. Computers and Geotechnics, Vol.\u00a032, Issue\u00a04, 2005, p.\u00a0223-244.","DOI":"10.1016\/j.compgeo.2005.02.002"},{"key":"key-10.21595\/jve.2015.16109-cit9","doi-asserted-by":"crossref","unstructured":"Abate G., Massmino M. R., Maugeri AI. M., et al. Numerical modelling of a shaking table test for soil- foundation-superstructures interaction by means of a soil constitutive model implemented in a FEM code. Geotechnical and Geological Engineering, Vol.\u00a028, 2010, p.\u00a037-59.","DOI":"10.1007\/s10706-009-9275-y"},{"key":"key-10.21595\/jve.2015.16109-cit10","doi-asserted-by":"crossref","unstructured":"Shahrou I., Khoshnoudian F., Sadek M., et al. Elastoplastic analysis of the seismic response of tunnels in soft soils. Tunnelling and Underground Space Technology, Vol.\u00a025, Issue\u00a04, 2010, p.\u00a0478-482.","DOI":"10.1016\/j.tust.2010.01.006"},{"key":"key-10.21595\/jve.2015.16109-cit11","doi-asserted-by":"crossref","unstructured":"Chen J., Jiang L. Z., Li J., et al. Numerical simulation of shaking table test on utility tunnel under non-uniform earthquake excitation. Tunnelling and Underground Space Technology, Vol.\u00a016, 2012, p.\u00a0133-150.","DOI":"10.1016\/j.tust.2012.02.023"},{"key":"key-10.21595\/jve.2015.16109-cit12","doi-asserted-by":"crossref","unstructured":"Tsinidis G., Pitilakis K., Trikalioti A. D. Numerical simulation of round robin numerical test on tunnels using a simplified kinematic hardening model. Acta Geotechnica, Vol.\u00a09, Issue\u00a04, 2013, p.\u00a0641-659.","DOI":"10.1007\/s11440-013-0293-9"},{"key":"key-10.21595\/jve.2015.16109-cit13","doi-asserted-by":"crossref","unstructured":"Carrilho Gomes Rui Numerical simulation of the seismic response of tunnels in sand with an elastoplastic model. Acta Geotechnica, Vol.\u00a09, Issue\u00a04, 2014, p.\u00a0613-629.","DOI":"10.1007\/s11440-013-0287-7"},{"key":"key-10.21595\/jve.2015.16109-cit14","doi-asserted-by":"crossref","unstructured":"Guo J., Chen J. Y., BobetA. Influence of a subway station on the inter-story drift ratio of adjacent surface structures. Tunnelling and Underground Space Technology, Vol.\u00a035, 2013, p.\u00a08-19.","DOI":"10.1016\/j.tust.2012.12.001"}],"container-title":["Journal of Vibroengineering"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.extrica.com\/article\/16109\/pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2022,10,8]],"date-time":"2022-10-08T18:33:57Z","timestamp":1665254037000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.extrica.com\/article\/16109"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2016,3,31]]},"references-count":14,"journal-issue":{"issue":"2","published-online":{"date-parts":[[2016,3,31]]},"published-print":{"date-parts":[[2016,3,31]]}},"URL":"https:\/\/doi.org\/10.21595\/jve.2015.16109","relation":{},"ISSN":["1392-8716","2538-8460"],"issn-type":[{"value":"1392-8716","type":"print"},{"value":"2538-8460","type":"electronic"}],"subject":[],"published":{"date-parts":[[2016,3,31]]},"assertion":[{"value":"Research article","order":0,"name":"content_type","label":"Content Type"},{"value":"Journal of Vibroengineering","order":1,"name":"journal_title","label":"Journal Title"},{"value":"2015-06-08","order":2,"name":"received","label":"Received","group":{"name":"publication_history","label":"Publication History"}},{"value":"2015-08-18","order":3,"name":"accepted","label":"Accepted","group":{"name":"publication_history","label":"Publication History"}},{"value":"2016-03-31","order":4,"name":"published","label":"Published","group":{"name":"publication_history","label":"Publication History"}},{"value":"\u00a9 2016 JVE International Ltd.","order":5,"name":"copyright","label":"Copyright","group":{"name":"rights","label":"Rights"}}]}}