Research Article

Experimental Study on Groutability of Sand Layer concerning Permeation Grouting

Table 6

The test plan for sand layer groutability with varying clay content.

TypeSand characteristicCement mixture
D15(mm)Dr (%)Ω (%)

TC10.72300, 4, 8, 120.8
TC20.72300, 4, 8, 121.0
TC30.72300, 4, 8, 121.2
TC40.72300, 4, 8, 121.4
TC50.72300, 4 ,8, 121.6
TC60.72300, 4, 8, 122.0
TC70.723500, 4, 8, 120.8
TC80.723500, 4, 8, 121.0
TC90.723500, 4, 8, 121.2
TC100.723500, 4, 8, 121.4
TC110.723500, 4, 8, 121.6
TC120.723500, 4, 8, 122.0
TC130.7231000, 4, 8, 120.8
TC140.7231000, 4, 8, 121.0
TC150.7231000, 4, 8, 121.2
TC160.7231000, 4, 8, 121.4
TC170.7231000, 4, 8, 121.6
TC180.7231000, 4, 8, 122.0
TC190.78500, 4, 8, 120.8
TC200.78500, 4, 8, 121.0
TC210.78500, 4, 8, 121.2
TC220.78500, 4, 8, 121.4
TC230.78500, 4, 8, 121.6
TC240.78500, 4, 8, 122.0
TC250.785500, 4, 8, 120.8
TC260.785500, 4, 8, 121.0
TC270.785500, 4, 8, 121.2
TC280.785500, 4, 8, 121.4
TC290.785500, 4, 8, 121.6
TC300.785500, 4, 8, 122.0
TC310.7851000, 4, 8, 120.8
TC320.7851000, 4, 8, 121.0
TC330.7851000, 4, 8, 121.2
TC340.7851000, 4, 8, 121.4
TC350.7851000, 4, 8, 121.6
TC360.7851000, 4, 8, 122.0