{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,5,2]],"date-time":"2026-05-02T06:37:09Z","timestamp":1777703829598,"version":"3.51.4"},"reference-count":11,"publisher":"SAGE Publications","issue":"4","license":[{"start":{"date-parts":[[2019,7,2]],"date-time":"2019-07-02T00:00:00Z","timestamp":1562025600000},"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":["Journal of Intelligent &amp; Fuzzy Systems"],"published-print":{"date-parts":[[2019,10,25]]},"abstract":"<jats:p>In Guangxi marine soft foundation of a highway, the research of the intelligent dynamic response of marine roadbeds under traffic loading is carried out. To describe the interaction characteristics of vehicles and soft marine foundation, fine-analyzing the mechanical mechanism of various kinds of damage in early stage and the key factors affecting on the car, it need step up pavement coupling. Accordingly, it was based on the assumption of rigid pavement based on the Lagrange method, meet the viscoelastic foundation of the infinite beam, using sine wave road model of MW. Sayers vehicle road coupling system is used to calculate and analyze the time history curve of traffic load. Then, plugged the loads into that the finite element, the initial dynamic stress and the counting of the influence of marine soft foundation depth was obtained under traffic loading. The results show that the vehicle road coupling system based on the balance mechanics method is effective. It can be extended to consider the stress of traffic loads and ocean soft foundation, and calculate the depth, considering the viscoelastic boundary. It effectively predicts the stress of marine soft soil foundation, and has important guiding significance for theoretical research and engineering practice.<\/jats:p>","DOI":"10.3233\/jifs-179317","type":"journal-article","created":{"date-parts":[[2019,7,2]],"date-time":"2019-07-02T10:43:34Z","timestamp":1562064214000},"page":"4811-4818","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":1,"title":["Intelligent dynamic response of Guangxi marine soft foundation under traffic load"],"prefix":"10.1177","volume":"37","author":[{"given":"Junhui","family":"Luo","sequence":"first","affiliation":[{"name":"Guangxi Communication Design Group Co., LTD, Nanning, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Xianlin","family":"Liu","sequence":"additional","affiliation":[{"name":"Guangxi Communication Design Group Co., LTD, Nanning, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Decai","family":"Mi","sequence":"additional","affiliation":[{"name":"Guangxi Communication Design Group Co., LTD, Nanning, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Deqiang","family":"Chen","sequence":"additional","affiliation":[{"name":"College of Civil Engineering and Architecture, Guangxi University, Nanning, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Zhifen","family":"He","sequence":"additional","affiliation":[{"name":"Guangxi Communication Design Group Co., LTD, Nanning, China"},{"name":"Department of Computer Science and Engineering, SRM University, Chennai, India"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Longwang","family":"Xu","sequence":"additional","affiliation":[{"name":"Guangxi Communication Design Group Co., LTD, Nanning, China"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"179","published-online":{"date-parts":[[2019,7,2]]},"reference":[{"key":"e_1_3_2_2_2","doi-asserted-by":"publisher","DOI":"10.3390\/app7040365"},{"key":"e_1_3_2_3_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.oceaneng.2017.12.028"},{"key":"e_1_3_2_4_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.soildyn.2010.11.002"},{"key":"e_1_3_2_5_2","first-page":"1291","article-title":"Effects of the dynamic vehicle-road interaction on the pavement vibration due to road traffic","volume":"15","author":"Zheng Lu","year":"2013","unstructured":"ZhengLu, Effects of the dynamic vehicle-road interaction on the pavement vibration due to road traffic, Journal of Vibroengineering 15 (2013), 1291\u20131301.","journal-title":"Journal of Vibroengineering"},{"key":"e_1_3_2_6_2","doi-asserted-by":"publisher","DOI":"10.1080\/14680629.2012.757558"},{"key":"e_1_3_2_7_2","doi-asserted-by":"publisher","DOI":"10.1155\/2013\/394704"},{"key":"e_1_3_2_8_2","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)GM.1943-5622.0001123"},{"key":"e_1_3_2_9_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.soildyn.2014.10.014"},{"key":"e_1_3_2_10_2","doi-asserted-by":"publisher","DOI":"10.2507\/IJSIMM15(2)4.332"},{"key":"e_1_3_2_11_2","first-page":"4458","article-title":"Development and verification of time-dependent bounding surface model under metro dynamic loads","volume":"17","author":"Luo J.H.","year":"2015","unstructured":"LuoJ.H., MiaoL.C., LiR.J., et al., Development and verification of time-dependent bounding surface model under metro dynamic loads, Journal of Vibroengineering 17 (2015), 4458\u20134468.","journal-title":"Journal of Vibroengineering"},{"key":"e_1_3_2_12_2","first-page":"1531","article-title":"Application of a time-dependent bounding surface model in metro engineering","volume":"36","author":"Junhui Luo","year":"2017","unstructured":"JunhuiLuo, LinchangMiao, RenjueLi, WenboShi, GangWang, Application of a time-dependent bounding surface model in metro engineering, Chinese Journal of Rock Mechanics and Engineering 36 (2017), 1531\u20131541.","journal-title":"Chinese Journal of Rock Mechanics and Engineering"}],"container-title":["Journal of Intelligent &amp; 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