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GROUND IMPROVEMENT COMPOSITE PILE FOUNDATION, INDEPENDENT FOOTING FOUNDATION COMBINED WITH GROUND IMPROVEMENT COMPOSITE PILE, AND METHOD OF DESIGNING INDEPENDENT FOOTING FOUNDATION COMBINED WITH GROUND IMPROVEMENT COMPOSITE PILE
GROUND IMPROVEMENT COMPOSITE PILE FOUNDATION, INDEPENDENT FOOTING FOUNDATION COMBINED WITH GROUND IMPROVEMENT COMPOSITE PILE, AND METHOD OF DESIGNING INDEPENDENT FOOTING FOUNDATION COMBINED WITH GROUND IMPROVEMENT COMPOSITE PILE
To provide a ground improvement composite pile foundation with improved horizontal resistance, an independent footing foundation combined with a ground improvement composite pile, and a method of designing the independent footing foundation combined with the ground improvement composite pile.SOLUTION: A ground improvement composite pile foundation 1A comprises: an improved body 7 provided on a surface layer part of a ground 11 and formed of soil and sand of the surface layer part and a solidifying material mixed and stirred with the soil and sand; and one or more piles 9 sunk inside the improved body 7. The surface layer part of the ground 11 is composed of a clay ground. When an outside diameter of the pile 9 is Dp and a distance from the center of the pile 9 to an outer edge of the improved body 7 or a polygon circumscribing the improved body 7 is Lpi, the distance Lpi satisfies the relationship represented by the following formula: 2.6DpLpi3.4Dp.SELECTED DRAWING: Figure 2
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