Abstract：The different distribution functions of the landslide-thrust and the resistance of soil or rock are studied and deduced based on the results of model test and field test of antislide piles in China. Meanwhile，to be convenient，the study results are provided with a table. Generally speaking，compared with the distribution diagrams that people are accustomed to using at present，the presented results show that the resultand thrust point becomes lower and the resultand resistance point higher，which coincides with the practical state of forces acting on antislide piles. An example shows that the design of antislide piles will be more economical and reasonable by choosing appropriate distribution functions. Therefore，the design level of landslide control will be improved.
