Base on the shield tunneling construction of Beijing rail transportation 10 railway,Xidian station——Liangma river Station,carried on the indoor simulation experiment of the synchronized pouring of shield tunneling construction in the saturated gravel stratum.

Experimental Study on Liquefaction and Behavior of Post-liquefaction Deformation and Strength in Saturated Sand-gravel Composites;

Research on the Groutability and Application of Permeation Grouting in Sand and Gravel Stratum;

With the case, authors state applicability of the high\|pressure grouting\|consolidation curtain and anchored steel pipe pile method in saturation round gravel stratum foundation pit slopes to bind sand, to stop water and to support foundation pit, introduce construction methods.

High-pressure rotary jet-grouting for anti-seepage in sand-gravel strata