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《Journal of Anshan University of Science and Technology》 2004-01
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Causes of jolt on joint of road and bridge and its handle

YANG Dian-hai(Anshan Department,Liaoning Express Way Mangment Bureau,Anshan 114011,China)  
Brief jolt on the joint of road and bridge will increase the danger of driving,and enlarge the cost of its maintaining.Based on the rich experiences of his management and maintaining,the author analyzes the causes of the jolt from its design,construction and operation,and proposes some handling ways.Two common methods of putting up a board or of installing grid barriers on the joint is discussed from its theory to practice,meanwhile a corresponding mathematics mode is introduced the designing theory.
【CateGory Index】: U445.7
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 Gao Yanxi;Chen Yongfu;Zhang Qisen(Changsha Communications Institute);LABORATORIAL STUDIES ON DEALING WITH JUMP AT BRIDGE ABUTMENT WITH NETLON GEOTEXILE IN HIGHWAY[J];JOURNAL OF CHANGSHA COMMUNICATIONS UNIVERSITY;1995-03
2 Shen Aiqin;Liang Naixing(Highway Department);Calculation and Analysis of Force onto Pavement Caused by Driving Automobile on Unsmooth Highway[J];JOURNAL OF XI'AN HIGHWAY UNIERSITY;1994-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 TANG Fen et al.;Analysis of Bearing Load and Settlement of the Reinforced Ground[J];Underground Space;2001-S1
2 YANG Fei~1 YANG Yu-liang~2 (1.School of transportation,Tongii University,Shanghai 200092; 2.Shanghai Airport Construction Headquarters,Shanghai 201202);The Effect Analysis of Traffic Loads on Post Construction Settlement of Subgrade[J];Chinese Journal of Underground Space and Engineering;2007-S1
3 LI Bin1,2,SUN Li-jun1 (1.Key Laboratory of Road and Traffic Engineering of Ministry of Education,Tongji University,Shanghai 201804,China;2.Guangdong Provincal Expressway Company Limited,Guangzhou 510100,China);Influence of Horizontal Boundary Condition on Settlement of Subgrade Improved with Drainage Consolidation[J];Chinese Journal of Underground Space and Engineering;2009-03
4 QI Lea,b,SHI Jian-yonga,b(a.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;b.Geotechnical Research Institute of Hohai University,Nanjing 210098,China);Method for Calculating Skin Friction of Composite Ground with Penetration[J];Journal of Yangtze River Scientific Research Institute;2009-04
5 MA Chong-wu~1 LIU Zhong-yu~2 WANG Wei-ping~1 (1.Department of Civil Engineering,Dongguan University of Technology,Dongguan 523808,China; 2.School of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China);Analysis of the Problems in Conventional Methods of Computing Foundation Settlement[J];Journal of Dongguan University of Technology;2007-05
6 WEN Shiqing,LIU Hanlong,YU Xiangjuan,ZHANG Xiaojiang(Geotechnical Institute of Hohai University,Xikang Road,Nanjing,China 210098);Mechanisim Analysis of Surcharge Preloading in Soft Ground Treatment on Road[J];Electric Power Survey;2003-03
7 SHEN Xiao-yuShenzhen Survey Research Institute, Shenzhen518026, China;Primary Consolidation Theory of Saturated Soft Clay[J];;2005-04
8 ZHANG Weidong XU Xueyan ZHANG Youwen (School of Civil Engineering,HIT,Harbin 150090);NUMERICAL ANALYSIS OF ONE DEMENSIONAL CONSOLIDATION OF LAYERED GROUND CONSIDERING CONSTRUCTION LOADS AND ITS APPLICATIONS[J];Low Temperature Architecture Technology;2001-04
9 AI Chuan-jing (Graduate School ,China University of Geosciences ,Wuhan 430074 ,China ; Central South Electric Poiver Design Institute,Wuhan 430071 ,China);Negative Skin Friction of Foundation Pile and Countermeasure at A Power Station in Indonesia[J];Geological Science and Technology Information;2005-S1
10 GAO Tong-yu(China Petroleum Liaohe Engineering Co.,Ltd.,Panjin,Liaoning 124010,China);Deformation Analysis on Composite Subgrade of End Bearing Pile under Flexible Foundation[J];Journal of Water Resources and Architectural Engineering;2009-01
China Proceedings of conference Full-text Database 2 Hits
1 ZhAO Qi-hua,LI Jian-guang,SUN Jun (Institute of engineering geology,Chengdu university of technology, Chengdu 610059,China);Optimum Design Model About Composite Foundation of CFG Piles and Application[A];[C];2006
2 LIU Ji-fu~(1,2) (1.South China University of Technology,Guangzhou 510640,China; 2.Guangdong Provincial Hangsheng Construction Group Co.Ltd.Guangzhou 511442,China);Three-equal-settlement-zone model for composite ground under embankment[A];[C];2007
【Co-references】
Chinese Journal Full-text Database 1 Hits
1 YU Jian-lin1,ZENG Kai-hua1,GONG Xiao-nan1,YUE Yuan-fa2(1.Institute of Geotechnical Engineering,Zhejiang University,Hangzhou 310027,China;2.Shanghai-Hangzhou-Ningbo Freeway Widening Project Executive Commision,Hangzhou 310013,China);Experimental research on injection process of soil under hard shoulder in freeway widening project[J];China Journal of Highway and Transport;2005-03
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