f^ 10 



Water Content (percent) 



50 100 



-□= 



150 



2 - 



6- inch model, 



skirt = 1/4 diameter, 



10 psi vacuum 



6-inch model, 



skirt = 1/8 diameter, 



no vacuum, 



consolidated 



□ Bin 1 

 Q Bin 3 



Seal Beach silt 



12 L 



Water Content (percent) 



100 



2-inch models, 



skirt = 1/8 diameter, 



10 psi vacuum 



6 - 



10 



12 



300 



1 

 6-inch model, 

 skirt = 1/8 diameter, 

 shortly after emplacement 



6-inch model, 

 skirt = 1/8 diameter, 

 no vacuum, 

 consolidated 



Rogers Lake clay 



Figure A-2. Soil water contents in test bins including some water contents 

 from immediately beneath the footings. 



20 



