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《Building Science Research of Sichuan》 2001-04
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The application of viscoelastic dynamic incremental backward analysis in ground treatment of soil tunnel by grouting

LIU Wan xing 1,HU Xu ming 2 (1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 2.Tunnel Engineering Co.Ltd.,Shanghai 200000,China)  
According to the return settlement occurred during the grouting of ground,the rheology of grouting before coagulating is analysized and its varied regularity is regressed.While a practical engineering is directed and forcasted by the regularity of grouting's rheology acquied in this paper and good effect is attained.
【CateGory Index】： U451
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【Citations】
Chinese Journal Full-text Database 1 Hits
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【Co-citations】
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1 QU Xuebing,SHU Hongwei(The Fourteen Engineering Bureau of Railway Department,Rizhao276800,China);Construction simulation of underground excavation about super-shallow-burial tunnel[J];Building Science Research of Sichuan;2002-04
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1 ZhangFei ,WangXiaoEr ,LiuZhongChen ( UIST Baotou, Baotou 014010, China; GuangZhou Chemical Grouting Engineering Co. guangzhou, 510070, China);Prediction on displacement of piles supported anchorage in deep foundation excavation engineering using BP neural networks[A];[C];2003
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