A measuring method for a mixing proportion of coarse and fine aggregate relates to the field of building construction. A first contrast group is prepared, aggregate of the particle size of 0mm to 120mm is separated into eight piles of aggregate via screen meshes in the diameters of 80mm, 40mm, 20mm, 5mm, 1mm, 0.5mm and 0.25mm sequentially, and containers of the same model are used to take aggregate from the eight piles to form eight groups numbered from 1 to 8 respectively; and a second contrast group is prepared, containers of the above model are used, aggregate of any two of the eight piles is taken and mixed and stirred fully in one container, and twenty eight groups of mixed aggregate, numbered from 9 to 36, are obtained via all combination manners. The groups in the numbers from 1 to 36 are filled into glass grooves of the same depth, length and width, and smoothed out, a power switch of a ground geological radar 2 is switched on, a handheld rod 1 is held by two hands, and pushed to move in the same heights, over the numbers 1 to 36, along the glass grooves, and radar oscillograms of the first and second contrast groups are obtained. The method has the advantages that whether coarse and fine concrete aggregate is mixed uniformly can be detected at any time in the construction process.