{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,5,2]],"date-time":"2026-05-02T06:43:39Z","timestamp":1777704219216,"version":"3.51.4"},"reference-count":13,"publisher":"SAGE Publications","issue":"4","license":[{"start":{"date-parts":[[2020,10,31]],"date-time":"2020-10-31T00:00:00Z","timestamp":1604102400000},"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":[[2021,4,12]]},"abstract":"<jats:p>The construction of tunnels is often long and deep buried tunnels, and the geological conditions are more complex. Based on Jianshan tunnel in Gansu Province, the special geological conditions such as high ground stress and weak interbedded surrounding rock make the excavation of tunnel easy to produce large deformation. In this article, the software finite difference software FLAC3D was used to establish numerical models and select the best construction method by comparing the deformation of the tunnel under different construction methods. Aiming at the deformation characteristics of soft rock tunnels in highland interbedded layers, the control measures of tunnel deformation are discussed. Mainly consider the two aspects of the bolt support plan and the second lining construction time, comprehensively compare the deformation characteristics of the tunnel, and select the best working condition. The research results show that the combination of three-step temporary invert method and three-step ultra short bench method is recommended for the tunnel construction; when the bench length is 4\u200am, the deformation control effect of the tunnel is the best; by improving the length and angle of the anchor rod, the deformation of the tunnel can also be well controlled.<\/jats:p>","DOI":"10.3233\/jifs-189455","type":"journal-article","created":{"date-parts":[[2020,11,3]],"date-time":"2020-11-03T11:57:04Z","timestamp":1604404624000},"page":"6175-6183","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":12,"title":["Research on construction method and deformation control technology of high ground stress interbedded soft rock tunnel"],"prefix":"10.1177","volume":"40","author":[{"given":"Zhichun","family":"Fang","sequence":"first","affiliation":[{"name":"State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhug Tiedao University, Shijiazhuang, China"},{"name":"State Key Laboratory for Track Technology of High-Speed Railway, China Academy of Railway Sciences, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Zhengguo","family":"Zhu","sequence":"additional","affiliation":[{"name":"State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhug Tiedao University, Shijiazhuang, China"},{"name":"State Key Laboratory for Track Technology of High-Speed Railway, China Academy of Railway Sciences, China"},{"name":"Hebei Province Technical Innovation Center of Safe and Effective Mining of Metal Mines, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Xinyu","family":"Chen","sequence":"additional","affiliation":[{"name":"State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhug Tiedao University, Shijiazhuang, China"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"179","published-online":{"date-parts":[[2020,10,31]]},"reference":[{"issue":"6","key":"e_1_3_2_2_2","first-page":"66","article-title":"Stability analysis of surrounding rock under the influence of high ground stress in deep-buried tunnel engineering[J]","volume":"31","author":"Yun B.","year":"2019","unstructured":"YunB., JianhongL. and KaiZ., Stability analysis of surrounding rock under the influence of high ground stress in deep-buried tunnel engineering[J], China Coal Geology 31(6) (2019), 66\u201371.","journal-title":"China Coal Geology"},{"issue":"4","key":"e_1_3_2_3_2","first-page":"102","article-title":"Disturbance law of deep buried tunnel excavation with high ground stress[J]","volume":"40","author":"Huaiwei C.","year":"2018","unstructured":"HuaiweiC., Disturbance law of deep buried tunnel excavation with high ground stress[J], Journal of Nanjing University of Technology 40(4) (2018), 102\u2013109.","journal-title":"Journal of Nanjing University of Technology"},{"issue":"3","key":"e_1_3_2_4_2","first-page":"363","article-title":"Numerical Simulation Analysis of the Stability of Surrounding Rocks in Tunnels with Layered Rock Mass[J]","volume":"46","author":"Yao D.","year":"2019","unstructured":"YaoD., JunW. and GuowenX., Numerical Simulation Analysis of the Stability of Surrounding Rocks in Tunnels with Layered Rock Mass[J], Journal of Chengdu University of Technology 46(3) (2019), 363\u2013372.","journal-title":"Journal of Chengdu University of Technology"},{"key":"e_1_3_2_5_2","doi-asserted-by":"publisher","DOI":"10.1007\/s12205-019-1887-z"},{"issue":"5","key":"e_1_3_2_6_2","first-page":"1345","article-title":"Instability mechanism and treatment measures of tunnels with high ground stress and hard brittle surrounding rock[J]","volume":"14","author":"Jianxing L.","year":"2018","unstructured":"JianxingL., RuiZ., LeiH., et al., Instability mechanism and treatment measures of tunnels with high ground stress and hard brittle surrounding rock[J], Chinese Journal of Underground Space and Engineering 14(5) (2018), 1345\u20131351.","journal-title":"Chinese Journal of Underground Space and Engineering"},{"key":"e_1_3_2_7_2","unstructured":"ProctorR.V. 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CuiG. ZhangY. et al. Squeezing deformation control during bench excavation for the Jinping deep soft-rock tunnel (2020) 116.","DOI":"10.1016\/j.engfailanal.2020.104761"},{"issue":"2","key":"e_1_3_2_12_2","first-page":"329","article-title":"Deformation and failure analysis of surrounding rock of Guanshan tunnel with large buried depth and high in-situ stress[J]","volume":"37","author":"Ning L.","year":"2016","unstructured":"NingL., FaquanW., YunfengW., et al., Deformation and failure analysis of surrounding rock of Guanshan tunnel with large buried depth and high in-situ stress[J], Rock and Soil Mechanics 37(S2) (2016), 329\u2013336.","journal-title":"Rock and Soil Mechanics"},{"key":"e_1_3_2_13_2","unstructured":"ChangboM. Stability analysis of tunnel surrounding rock in high ground stress area based on stochastic finite element[J] Highway (7) (2010) 198\u2013202."},{"key":"e_1_3_2_14_2","doi-asserted-by":"crossref","unstructured":"ZhangX. HeM. WangF. et al. Study on the Large Deformation Characteristics and Disaster Mechanism of a Thin-Layer Soft-Rock Tunnel (2020) 2020.","DOI":"10.1155\/2020\/8826337"}],"container-title":["Journal of Intelligent &amp; Fuzzy Systems"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/journals.sagepub.com\/doi\/pdf\/10.3233\/JIFS-189455","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/journals.sagepub.com\/doi\/full-xml\/10.3233\/JIFS-189455","content-type":"application\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/journals.sagepub.com\/doi\/pdf\/10.3233\/JIFS-189455","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2026,4,29]],"date-time":"2026-04-29T09:40:43Z","timestamp":1777455643000},"score":1,"resource":{"primary":{"URL":"https:\/\/journals.sagepub.com\/doi\/10.3233\/JIFS-189455"}},"subtitle":[],"editor":[{"given":"Suresh Chandra","family":"Satapathy","sequence":"additional","affiliation":[],"role":[{"role":"editor","vocabulary":"crossref"}]},{"given":"Rashmi","family":"Agrawal","sequence":"additional","affiliation":[],"role":[{"role":"editor","vocabulary":"crossref"}]},{"given":"Vicente","family":"Garc\u00eda D\u00edaz","sequence":"additional","affiliation":[],"role":[{"role":"editor","vocabulary":"crossref"}]}],"short-title":[],"issued":{"date-parts":[[2020,10,31]]},"references-count":13,"journal-issue":{"issue":"4","published-print":{"date-parts":[[2021,4,12]]}},"alternative-id":["10.3233\/JIFS-189455"],"URL":"https:\/\/doi.org\/10.3233\/jifs-189455","relation":{},"ISSN":["1064-1246","1875-8967"],"issn-type":[{"value":"1064-1246","type":"print"},{"value":"1875-8967","type":"electronic"}],"subject":[],"published":{"date-parts":[[2020,10,31]]}}}