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《Journal of Yangtze River Scientific Research Institute》 2002-S1
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Study on influence of "creep" ofsand foundation on Yellow-River-crossing tunnel

CHENG Zhan?lin,WANG Ming?yuan,WU Chang?yu(Yangtze River Scientific Research Institute,Wuhan 430010,China)  
According to the research result of silt kinematics and the creep character of sandy soil, the movement law of high silt?laden flow in the Yellow River and the deformation of sand foundation under the eroded riverbed were studied. The movement law of layered transporting matter in the river with high?level silt?laden flow was adopted to explain the creep behavior of the sand foundation and the creep problem of the sand foundation under the eroded elevation was discussed according to rheology .At the same time,the elasticity deformation of the sand foundation was analyzed.The studied result indicated that the "creep" of the sand foundation had no influence on the tunnel structure embedded deeply across the Yellow River.
【CateGory Index】: TV142
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【References】
Chinese Journal Full-text Database 1 Hits
1 GUO Xi-ling,LI Qing-yun,CHENG Zhan-lin,BAO Cheng-gang(Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan 430010,China);Geotechnical Research in the Middle Route of South-to-North Water Transfer Project[J];South-to-North Water Transfers and Water Science & Technology;2008-01
【Co-references】
Chinese Journal Full-text Database 5 Hits
1 CHEN Zhan lin,WU Zhong ming,XU Yan yong (Yangtze River Scientific Research Institute,Wuhan 430010,China);Experimental study on stability of tunnel excavation surface in sand foundation by slurry shield method[J];Journal of Yangtze River Scientific Research Institute;2001-05
2 GUO Xi?ling,RAO Xi?bao,HE Xiao?ming,ZHOU Xin?hua(Yangtze River Scientific Research Institute, Wuhan 430010,China);Engineering properties of foundation soil ofYellow-River-crossing project[J];Journal of Yangtze River Scientific Research Institute;2002-S1
3 GONG Bi?wei1,C.W.W.Ng2,BAO Cheng?gang1,ZHAN Liang?tong2,YUAN Jun?ping1(1.Yangtze River scientific Research Institute,Wuhan,430010,China;2.Hong Kong University of Science and Technology,Hong Kong,China);Field study of the effects of rainfall infiltrationon channel slope of expansive soil[J];Journal of Yangtze River Scientific Research Institute;2002-S1
4 Zhou Xiaowen; Pu Jialiu ;Ying Kunting; Bao Chenggang(Tsinghua University, Beijing, 100084) (Yangtze River Scientific Research Institute, Wuhan);A Study of Earth Pressure on a Tunnel Under Yellow River by Centrifuge Testing[J];WATER RESOURCES AND HYDROPOWER ENGINEERING;1999-05
5 MA Shi dong 1,ZHOU Xiao wen 2,BAO Cheng gang 2 (1.Department of Civil Engineering, Overseas Chinese University, Quanzhou 362011,China;2.Yangtze River Scientific Research Inst.,Wuhan 430010,China);Study on dynamic behavior of sand in foundation of a large tunnel for South to North Water Transfer Project[J];Chinese Jounal of Geotechnical Engineering;2003-02
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 LI Hong-lu1,XU Qiu-da2(1.Henan Province,South-to-North Water Diversion Central Route Project Construction Authority,Zhengzhou 450008,China;2.Henan Water Conservancy NO.2 Engineering Bureau,Zhengzhou 450016,China);Experimental Study on Dry Density and Free Swelling Ratio of Cement-Treated Expansive Soil[J];South-to-North Water Transfers and Water Science & Technology;2009-06
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