{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,6,25]],"date-time":"2026-06-25T13:56:22Z","timestamp":1782395782824,"version":"3.54.5"},"reference-count":25,"publisher":"Springer Science and Business Media LLC","issue":"2","license":[{"start":{"date-parts":[[2025,4,23]],"date-time":"2025-04-23T00:00:00Z","timestamp":1745366400000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.springernature.com\/gp\/researchers\/text-and-data-mining"},{"start":{"date-parts":[[2025,4,23]],"date-time":"2025-04-23T00:00:00Z","timestamp":1745366400000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/www.springernature.com\/gp\/researchers\/text-and-data-mining"}],"content-domain":{"domain":["link.springer.com"],"crossmark-restriction":false},"short-container-title":["Earth Sci Inform"],"published-print":{"date-parts":[[2025,6]]},"DOI":"10.1007\/s12145-025-01880-3","type":"journal-article","created":{"date-parts":[[2025,4,23]],"date-time":"2025-04-23T13:19:39Z","timestamp":1745414379000},"update-policy":"https:\/\/doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":3,"title":["Spatio-temporal response characteristics of flood embankment deformation during shield tunnel excavation"],"prefix":"10.1007","volume":"18","author":[{"given":"Qingxiong","family":"Zhao","sequence":"first","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Ping","family":"Cao","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Jinshuo","family":"Liu","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Hang","family":"Lin","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"297","published-online":{"date-parts":[[2025,4,23]]},"reference":[{"key":"1880_CR1","doi-asserted-by":"publisher","first-page":"854","DOI":"10.1108\/wje-03-2021-0132","volume":"19","author":"T Amari","year":"2022","unstructured":"Amari T, Houhou MN (2022) 3D numerical analysis of pile response due to soil movements induced by an adjacent deep excavation. World J Eng 19:854\u2013870. https:\/\/doi.org\/10.1108\/wje-03-2021-0132","journal-title":"World J Eng"},{"key":"1880_CR2","doi-asserted-by":"publisher","first-page":"5","DOI":"10.1016\/s1644-9665(12)60009-0","volume":"7","author":"P Anschau","year":"2007","unstructured":"Anschau P, Mach KP (2007) Application of a stereo PIV system for investigations of flow fields in towing tank and cavitation tunnel. Arch Civil Mech Eng 7:5\u201317. https:\/\/doi.org\/10.1016\/s1644-9665(12)60009-0","journal-title":"Arch Civil Mech Eng"},{"key":"1880_CR3","doi-asserted-by":"publisher","first-page":"128","DOI":"10.1016\/j.acme.2012.09.002","volume":"13","author":"M Buonsanti","year":"2013","unstructured":"Buonsanti M, Leonardi G (2013) 3-D simulation of tunnel structures under blast loading. Arch Civil Mech Eng 13:128\u2013134. https:\/\/doi.org\/10.1016\/j.acme.2012.09.002","journal-title":"Arch Civil Mech Eng"},{"key":"1880_CR4","doi-asserted-by":"publisher","first-page":"3852","DOI":"10.1007\/s11771-020-4468-x","volume":"27","author":"T Chen","year":"2020","unstructured":"Chen T, Zhou K, Wei J, Liu X-c, Lin Y-l, Zhang J, Shen Q (2020) Excavation influence of triangular-distribution tunnels for wind pavilion group of a metro station. J Central South Univer 27:3852\u20133874. https:\/\/doi.org\/10.1007\/s11771-020-4468-x","journal-title":"J Central South Univer"},{"key":"1880_CR5","doi-asserted-by":"publisher","unstructured":"Guo P et al (2021) Predicting Response of Constructed Tunnel to Adjacent Excavation with Dewatering. Geofluids 2021 https:\/\/doi.org\/10.1155\/2021\/5548817","DOI":"10.1155\/2021\/5548817"},{"key":"1880_CR6","doi-asserted-by":"publisher","first-page":"55","DOI":"10.1080\/19648189.2010.9693200","volume":"14","author":"MN Houhou","year":"2010","unstructured":"Houhou MN, Emeriault F, Kastner R, Benmebarek S (2010) Three dimensional back analysis of a monitored multisupported deep excavation. Eur J Environ Civ Eng 14:55\u201386. https:\/\/doi.org\/10.1080\/19648189.2010.9693200","journal-title":"Eur J Environ Civ Eng"},{"key":"1880_CR7","doi-asserted-by":"publisher","first-page":"1101","DOI":"10.1007\/s10706-016-0031-9","volume":"34","author":"MN Houhou","year":"2016","unstructured":"Houhou MN, Emeriault F, Vanoudheusden \u00c9 (2016) Three-dimensional back-analysis of an instrumented shallow tunnel excavated by a conventional method. Geotech Geol Eng 34:1101\u20131117. https:\/\/doi.org\/10.1007\/s10706-016-0031-9","journal-title":"Geotech Geol Eng"},{"key":"1880_CR8","doi-asserted-by":"publisher","first-page":"153","DOI":"10.1016\/j.tust.2018.09.013","volume":"83","author":"MN Houhou","year":"2019","unstructured":"Houhou MN, Emeriault F, Belounar A (2019) Three-dimensional numerical back-analysis of a monitored deep excavation retained by strutted diaphragm walls. Tunn Undergr Space Technol 83:153\u2013164. https:\/\/doi.org\/10.1016\/j.tust.2018.09.013","journal-title":"Tunn Undergr Space Technol"},{"key":"1880_CR9","doi-asserted-by":"publisher","first-page":"71","DOI":"10.1108\/wje-04-2022-0159","volume":"21","author":"MN Houhou","year":"2024","unstructured":"Houhou MN, Amari T, Belounar A (2024) Three-dimensional numerical analyses of pile responses to tunneling-induced ground movements in bilayer soil. World J Eng 21:71\u201390. https:\/\/doi.org\/10.1108\/wje-04-2022-0159","journal-title":"World J Eng"},{"key":"1880_CR10","doi-asserted-by":"publisher","first-page":"170","DOI":"10.1061\/(asce)gm.1943-5622.0000188","volume":"13","author":"X Huang","year":"2013","unstructured":"Huang X, Schweiger HF, Huang H (2013) Influence of deep excavations on nearby existing tunnels. Int J Geomech 13:170\u2013180. https:\/\/doi.org\/10.1061\/(asce)gm.1943-5622.0000188","journal-title":"Int J Geomech"},{"key":"1880_CR11","unstructured":"Jiang JP (2013) Study on the settlement pattern of embankment top surface when tunnel passes through embankment. Water Transport Engineering:22\u201330"},{"key":"1880_CR12","doi-asserted-by":"publisher","first-page":"2360","DOI":"10.1007\/s11771-023-5368-7","volume":"30","author":"M-f Lei","year":"2023","unstructured":"Lei M-f, Shi Y-b, Tang Q-l, Sun N-x, Tang Z-h, Gong C-j (2023) Construction control technology of a four-hole shield tunnel passing through pile foundations of an existing bridge: a case study. J Central South Univer 30:2360\u20132373. https:\/\/doi.org\/10.1007\/s11771-023-5368-7","journal-title":"J Central South Univer"},{"key":"1880_CR13","doi-asserted-by":"publisher","first-page":"4673","DOI":"10.1007\/s10064-021-02128-2","volume":"80","author":"Y Li","year":"2021","unstructured":"Li Y, Zhou G, Ca T, Wang S, Wang K, Wang T (2021) Influence of undercrossing tunnel excavation on the settlement of a metro station in Dalian. Bull Eng Geol Env 80:4673\u20134687. https:\/\/doi.org\/10.1007\/s10064-021-02128-2","journal-title":"Bull Eng Geol Env"},{"key":"1880_CR14","doi-asserted-by":"publisher","first-page":"1675","DOI":"10.1007\/s11771-023-5326-4","volume":"30","author":"H-y Li","year":"2023","unstructured":"Li H-y, Li X-g, Yang Y, Liu H (2023) Analytical solution for the longitudinal response of cross-fault shield tunnel considering plastic deformation of circumferential joints. J Central South Univer 30:1675\u20131694. https:\/\/doi.org\/10.1007\/s11771-023-5326-4","journal-title":"J Central South Univer"},{"key":"1880_CR15","doi-asserted-by":"publisher","first-page":"83","DOI":"10.1007\/s43452-022-00398-5","volume":"22","author":"T Lipecki","year":"2022","unstructured":"Lipecki T (2022) Pressure distribution on rectangular tall buildings in boundary layer flows. Arch Civil Mech Eng 22:83. https:\/\/doi.org\/10.1007\/s43452-022-00398-5","journal-title":"Arch Civil Mech Eng"},{"key":"1880_CR16","first-page":"38","volume":"30","author":"JF Liu","year":"2009","unstructured":"Liu JF, Cui XQ, Liu B (2009) Experimental study on surface settlement of shield tunnel considering water-soil coupling. China Railw Sci 30:38\u201345","journal-title":"China Railw Sci"},{"key":"1880_CR17","unstructured":"Phienwej N, Sirivachiraporn A, Timpong S, Tavaranum S, Suwansawat S (2006) Characteristics of Ground Movements from Shield Tunnelling of the First Bangkok Subway Line. International Symposium on Underground Excavation and Tunnelling"},{"key":"1880_CR18","first-page":"936","volume":"35","author":"YN Ren","year":"2013","unstructured":"Ren YN, Wang HQ, Wang JH (2013) Settlement control analysis of soil pressure balance shield construction across Qiantang river embankment. J Geotech Eng 35:936\u2013939","journal-title":"J Geotech Eng"},{"key":"1880_CR19","doi-asserted-by":"publisher","first-page":"10","DOI":"10.1016\/j.tust.2012.01.003","volume":"30","author":"A Sirivachiraporn","year":"2012","unstructured":"Sirivachiraporn A, Phienwej N (2012) Ground movements in EPB shield tunneling of Bangkok subway project and impacts on adjacent buildings. Tunn Undergr Space Technol 30:10\u201324","journal-title":"Tunn Undergr Space Technol"},{"key":"1880_CR20","unstructured":"Shen JQ, Jin XL, Wang JY (2008) Three-dimensional numerical simulation of shield machine over embankment based on parallel computing. J Shanghai Jiao Tong Univer 1296\u20131300"},{"key":"1880_CR21","first-page":"977","volume":"33","author":"ZM Zhang","year":"2011","unstructured":"Zhang ZM, Lin CG, Wu SM, Liu GS, Wang CS, Xie WB (2011) Analysis and control of ground settlement of a river crossing shield tunnel through an embankment. J Geotech Eng 33:977\u2013984","journal-title":"J Geotech Eng"},{"key":"1880_CR22","doi-asserted-by":"publisher","unstructured":"Zhao Q, Li K, Cao P, Liu Y, Pang Y, Liu J (2023) A study on the influence of double tunnel excavations on the settlement deformation of flood control dikes. Sustainability 15 https:\/\/doi.org\/10.3390\/su151612461","DOI":"10.3390\/su151612461"},{"key":"1880_CR23","first-page":"2018","volume":"13","author":"GJ Zhang","year":"2016","unstructured":"Zhang GJ, Liu LL, Chen HR, Li MC (2016) Research on the impact of tunnel through river on embankment engineering. J Railway Sci Eng 13:2018\u20132026","journal-title":"J Railway Sci Eng"},{"key":"1880_CR24","doi-asserted-by":"publisher","unstructured":"Zheng G, Pan J, Li Y, Cheng X, Tan F, Du Y, Li X (2020) Deformation and protection of existing tunnels at an oblique intersection angle to an excavation. Int J Geomech 20 https:\/\/doi.org\/10.1061\/(asce)gm.1943-5622.0001766","DOI":"10.1061\/(asce)gm.1943-5622.0001766"},{"key":"1880_CR25","doi-asserted-by":"publisher","first-page":"2392","DOI":"10.1007\/s11771-023-5391-8","volume":"30","author":"Q Zheng","year":"2023","unstructured":"Zheng Q, Zhang X, Shen Y-s, Qiu J-t, Wang Y-d, Chen K-f (2023) Failure mechanism of segmental lining structure in fault-crossing tunnel: an experimental and numerical investigation. J Central South Univer 30:2392\u20132410. https:\/\/doi.org\/10.1007\/s11771-023-5391-8","journal-title":"J Central South Univer"}],"container-title":["Earth Science Informatics"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/s12145-025-01880-3.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/link.springer.com\/article\/10.1007\/s12145-025-01880-3\/fulltext.html","content-type":"text\/html","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/s12145-025-01880-3.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2025,9,6]],"date-time":"2025-09-06T12:06:54Z","timestamp":1757160414000},"score":1,"resource":{"primary":{"URL":"https:\/\/link.springer.com\/10.1007\/s12145-025-01880-3"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2025,4,23]]},"references-count":25,"journal-issue":{"issue":"2","published-print":{"date-parts":[[2025,6]]}},"alternative-id":["1880"],"URL":"https:\/\/doi.org\/10.1007\/s12145-025-01880-3","relation":{},"ISSN":["1865-0473","1865-0481"],"issn-type":[{"value":"1865-0473","type":"print"},{"value":"1865-0481","type":"electronic"}],"subject":[],"published":{"date-parts":[[2025,4,23]]},"assertion":[{"value":"30 October 2024","order":1,"name":"received","label":"Received","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"1 April 2025","order":2,"name":"accepted","label":"Accepted","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"23 April 2025","order":3,"name":"first_online","label":"First Online","group":{"name":"ArticleHistory","label":"Article History"}},{"order":1,"name":"Ethics","group":{"name":"EthicsHeading","label":"Declarations"}},{"value":"On behalf of all authors, the corresponding author states that there is no conflict of interest. This article does not contain any studies with human participants or animals performed by any of the authors.","order":2,"name":"Ethics","group":{"name":"EthicsHeading","label":"Ethical approval"}},{"value":"The authors declare no competing interests.","order":3,"name":"Ethics","group":{"name":"EthicsHeading","label":"Conflicts of interest"}}],"article-number":"383"}}