The invention relates to a foundation strengthening method. The foundation strengthening method comprises the following steps that firstly, foundation hole drilling is conducted, the lower end of a floral tube is inserted in a foundation hole, and the lower section of the foundation hole is filled with coarse sand to be compacted, wherein a plurality of holes are evenly distributed in the tube wall of the floral tube; secondly, a water glass solution and
cement paste are injected into the bottom of the floral tube through a first inner casing
pipe, and the bottom end of the floral tube is cured in the foundation hole; thirdly, chambering is conducted on the upper portion of the foundation hole, an expanding hole is formed, and then grouting discs sequentially sleeve the part, located at the expanding hole, of the floral tube at equal intervals; fourthly, the expanding hole is filled with coarse sand; fifthly, a second inner casing
pipe is used for sequentially pumping the high-pressurewater glass solution into various grouting discs, the water glass solution is outwards scoured and diffused through a grouting
pipe, and then the second inner casing pipe is pulled out; and sixthly,the
cement paste is injected into the floral tube, part of the
cement paste is outwards diffused through the grouting pipe and makes contact with the water glass solution, the other part directly enters the coarse sand in the expanding hole through the holes in the floral tube, and work is finished after
cement paste liquid curing.