Method of preventing damage to loose sand ground or sandy...

E - Fixed Constructions – 02 – D

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E02D 31/00 (2006.01) C09K 17/10 (2006.01) E02D 3/12 (2006.01)

Patent

CA 2190213

To protect ground composed of loose sand or sandy soil, and structures constructed thereon against seismic liquefaction disasters, said ground is improved and reinforced by a four-stage method At the first stage, a specially formulated mortar impregnating material is injected by a specific impregnating machine through a given array of injection points into the ground to achieve a first effect by the first impregnation by consolidation. At the second stage, an injection pipe having a distal penetrating end unit is forced or driven into the ground to obtain pile-like compression effect At the third stage, a specially formulated cement impregnating material is injected into the ground to obtain a third or consolidation effect. At the fourth stage, the impregnation of the cement material under pressure causes soil particles to be solidified by the penetration thereof.

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