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《Shanxi Architecture》 2013-23
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Application of grouting method in the box culvert foundation reinforcement of heavy-lift road to the power plant

ZENG Yi ( Shenzhen Zhongguang Nuclear Engineering Co. ,Ltd,Shenzhen 518000,China)  
According to the hydrological conditions,the paper applies the heavy-lift road box culvert foundation reinforcing methods of integrating underwater double-liquid grouting and pure cement grouting,and specifically introduces the grouting technology demands,and finally carries out reinforced foundation quality detection and assessment. Practice proves that: the grouting method is extra-heavy culvert foundation structure scheme with advantages of short construction schedule and reliable effect.
【CateGory Index】: U449.5
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 CHENG Shu-ming(City drainage engineering office of Hefei. Hefei,230011,China);GROUND TREATMENT OF LAMP FOUNDATION OF SOUTH-FEI RIVER RUBBER DAM PLAZA[J];Journal of Anhui Institute of Architecture;2004-02
2 DENG Hong-liang1,XIE Xiang-wen1,2,GUO Yu-song 1,2(1.Civil Engineering College,Beijing University of Technology,Beijing 100022,P.R.China;2.Institute of Geophysical Prospecting,YREC.Zhengzhou 450000,P.R.China);Study of Grouting Treatment to Abandoned Stope under Speedway[J];Chinese Journal of Underground Space and Engineering;2007-06
3 GAO Shi-jun1,LIU Xiao-jun2(1.Guizhou Provincial Institute of Planning,Prospecting and Designing of Communication Infrastructures,Guiyang 550001,China;2.College of Civil Engineering,Chongqing University,Chongqing 400045,China);Analysis and Prevention Method of Landslide Stability at Tunnel Middle Segment[J];Chinese Journal of Underground Space and Engineering;2009-04
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5 WANG Peng-cheng,BAI Ming-zhou,XU Zhao-yi,DU Yan-qing(School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China);Big-Section Subway Tunnel Construction Cause Settlement and Deformation Under the Grouting Reinforce Unsaturated Soil[J];Journal of Beijing University of Technology;2012-02
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10 Sun Jialong1,2),Guo Shuyan2) and Guo Jinyun1,3)1) College of Geodesy and Geomatics,Shandong University of Science and Technology,Qingdao266510 2) Department of Geomatic Information,Huaihai Institute of Technology,Lianyungang222001 3) National Astronomical Observatories,CAS,Beijing100012;TIME SERIES FORCASTING MODEL OF GROUND SURFACE DEFORMATION CAUSED BY CURTAIN GROUTING FOR COAL MINE SHAFT[J];Journal of Geodesy and Geodynamics;2009-01
China Proceedings of conference Full-text Database 6 Hits
1 WANG Lixia~(2,3),LING Xianzhang~1,TANG Liang~1,ZANG Feng~1,CAI Desuo~4 (1.Guangxl Electric Power Industry Investigation Design and Research Institute,Nanning,530023,China) (2.Centre of Embankment and Defense Engineering,Harbin Institute of Technolog,Harbin 150090,China) (3.Guangxi Water Conservancy Bureau,Guangxi 530012,China) (4.School of Civil Engineering,Wu han University,Wuhan 430072,China);Technical performance and economization advantage of special clay solidifying grouts[A];[C];2009
2 JIANG Shuo-zhong (Yangtze River Scientific Research Institute, Wuhan 430010, China);The development and prospect of the chemical grouting technique in our country[A];[C];2006
3 Lu Genkui (Shenmu Ningtiaota Coal Mining Company Ltd,Shaanxi Coal Mining Group, Shenmu,719300,Shaanxi,China);Optimization Design Research of Grouting Material for Fractured Coal and Rockmass[A];[C];2009
4 YAO Jian-guo, HUANG Shu-lu, LIU Ming;Analysis on Influences of Injection Grouting on Existing Bridge Pile Settlement in Subway Construction[A];[C];2005
5 Zhou Jian' gang (Huetie Engineering Consulting Co.,Ltd.,Beijing 100055,China);Application of WSS Method in Shallow-buried Excavation Tunnel[A];[C];2011
6 WEI Xin-jiang~(1,2),HONG Jie~2,WEI Gang~1 (1.Department of Civil Engineering,Zhejiang University City College,Zhejiang 310015,China; 2.Institute of Geotechnical Engineering,Zhejiang University,Zhejiang 310058,China);Research on DOT Shield Tunnel Back-filled Synchronous Grouting Diffusion and Segments Circumferential Pressure Distribution[A];[C];2012
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