The invention relates to a method for measuring load thresholds of geotechnical packing accumulated deformation states under
cyclic loading. According to the method,
brick walls and sand bags are adopted to construct a filling model, so as to form a testing
system along with loading equipment and a displacement sensor, and a
cyclic loading test is performed on the filling model, so as to obtain a changing curve of accumulated deformation with loading times; then the changing curve of segmented single loading average deformation with the loading times is obtained through calculation, and a
negative power function as shown in the specification is adopted to fit, so as to obtain a relation curve of a
power exponent Pi value with the change of load levels; a function relation between the Pi value and the load levels is obtained by virtue of cubic
polynomial regression, and the corresponding load levels when P is equal to 2, 1 and 0 are obtained through
back calculation, so as to be used as the load thresholds
delta t1,
delta t2 and
delta t3 for distinguishing different evolution states of the accumulated deformation, wherein an experimental basis is respectively provided for design and maintenance of ballastless and
ballast track bed structures of railways by the delta t1 and delta t2. The method has the advantages of convenience in model manufacturing, low cost, simplicity in operation and clear distinguishing criterion, and the obtained load thresholds are accurate and reliable.