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《Sichuan Building Science》 2011-06
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Field test analysis of block geogrid-reinforced earth retaining wall

ZHAO Zhenghua1,XUE Xiaohui2,ZHOU Yitao3,GUO Yayu2(1.School of Materials and Architectural Engineering,Guizhou Normal University,Guiyang 550014,China; 2.Department of Civil Engineering and Architecture,Shanxi Railway Institute,Weinan 714000,China; 3.Hebei Engineering and Technical College,Cangzhou 061001,China)  
Through burial the level of earth pressure cell,flexible displacement meter,system monitoring the level of earth pressure and grid horizontal deformation of block geogrid-reinforced earth retaining wall,the earth pressure of reinforced earth retaining wall is calculated by reinforce combination method,comparative analysis the data of field measurement and variable coefficient method,obtained the conclusion that the earth pressure distribution of reinforced earth retaining wall on work condition is more reasonable than other method;comparative analysis the geogrid strain of the construction phase and after completion,draw the conclusion that geogrid strain occurred mainly in construction stage,strain is small in after completion.Based on test results,put forward recommendations how to control the construction.
【Fund】: 贵州省科技厅—贵州师范大学联合基金资助项目(黔教科和J字LKS[2009]32号)
【CateGory Index】: U417.11
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