LOAD ACTING ON SHIELD TUNNELING IN GRAVEL GROUND
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概要
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In this study, load acting on shield tunneling in gravel ground was examined with frame analysis using the in-situ measurement data obtained in shield tunnelingconstruction site to establish the more rational shield lining design method. The handling of own-load of segment in design was also examined. As a result, the amount of load obtained from in-situ measurement in gravel ground was smaller than that of load used in design. Furthermore, design of segment could be more rational with adaptation of beam-spring model, which segment was supported by ground spring, concerning own load of segment.
- 公益社団法人 土木学会の論文
公益社団法人 土木学会 | 論文
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