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<\/a>This schematic shows the various steps in the vibroreplacement process. First, the vibroflot penetrates the ground to the desired depth. Stone is then progressively introduced to the hole, and the vibroflot is alternately raised and lowered to produce a packed stone column.<\/p><\/div>\n
<\/a>A crane lifts the vibrating probe or vibroflot. A front-end loader is feeding coarse stone (aggregate) in at the top of the hole around the vibroflot<\/p><\/div>\n
<\/a>End of vibroflot. The tube on the right is used to deliver stone to the tip of the probe while it is in the ground. The small tube on the left is a water\/air jet to assist the vibroflot in penetrating to the desired depth and in flushing the hole as necessary.<\/p><\/div>\n
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<\/a>Lifting the vibroflot.<\/p><\/div>\n
<\/a>Vibroflot being lifted in preparation for constructing a stone column.<\/p><\/div>\n
<\/a>The water jet has been turned on and the vibroflot is ready to start penetrating the ground.<\/p><\/div>\n
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<\/a>The vibroflot begins to penetrate the ground. The horizontal vibrations of the vibroflot are what cause the water to splash around. The water jet assists the probe in penetrating to the full desired depth.<\/p><\/div>\n
<\/a>A front-end loader places stone into a hopper on the crane.<\/p><\/div>\n
<\/a>The hopper on the crane brings the stone to the top of the vibroflot where it can be transmitted down a chute to the tip of the vibroflot. The front-end loader also dumps stone at the top of the hole.<\/p><\/div>\n
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Vibroreplacement Stone Columns at MIA Dam<\/b><\/p>\n
These photos are of vibroreplacement stone column construction at Mormon Island Auxiliary Dam east of Sacramento, California, in 1993. The purpose of the stone columns is to reduce the potential for liquefaction of the subsurface soils during an earthquake. Vibroreplacement stone columns improve the \u2026 Continue reading