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《Underground Engineering and Tunnels》 2010-01
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Engineering Test of Omni-directional Rotary High-pressure Jet Grouting Construction Method

He Yongjun  
Combined with the first imported MJS equipment,it introduces the equipment configuration and construction principle.Through the engineering test,the monitor and analysis of soil deformation and pore pressure were conducted when jet grouting in vertical and in 45°angle conditions.These test results will provide a basis for the application of this construction method under special condition.
【CateGory Index】: TU753
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