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dc.contributor.authorXiongdong Lan
dc.contributor.authorXiao Zhang
dc.contributor.authorZhanchao Yin
dc.contributor.authorXianghui Li
dc.contributor.authorTeng Yang
dc.date.accessioned2022-02-01T00:06:08Z
dc.date.available2022-02-01T00:06:08Z
dc.date.issued6/1/2021
dc.identifier.other%28ASCE%29CF.1943-5509.0001573.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270921
dc.description.abstractA discrimination method with drainage or plugging that mitigates the karst tunnel water inrush during operation in a seasonal variation zone is proposed to cope with repeated water inrush disasters. This method identifies the critical-water-pressure working state of the tunnel lining by analyzing the water inrush mechanism during the karst operation period. Based on the working state of the tunnel’s critical water pressure, a more accurate method for calculating the equivalent permeability coefficient of the surrounding rock in the karst tunnel is proposed, and then the treatment principles of plugging and drainage can be distinguished theoretically. By taking the Nanshibi operating tunnel as an example, a field test of water inrush disaster treatment was carried out to testify the effectiveness of the proposed approach. Results indicate that: (1) the discrimination method of drainage or plugging can effectively guide the management of water inrush disasters in operating tunnels, and (2) the grouting plugging plan and grouting treatment effect inspection method proposed for operating tunnels have high applicability.
dc.publisherASCE
dc.titleMitigation of Karst Tunnel Water Inrush during Operation in Seasonal Variation Zone: Case Study in Nanshibi Tunnel
dc.typeJournal Paper
dc.journal.volume35
dc.journal.issue3
dc.journal.titleJournal of Performance of Constructed Facilities
dc.identifier.doi10.1061/(ASCE)CF.1943-5509.0001573
dc.journal.fristpage04021010-1
dc.journal.lastpage04021010-11
dc.page11
dc.treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 003
dc.contenttypeFulltext


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