在特制的试验台上使用１∶１０ 的土坝模型进行了承载能力的试验。对金属构件和土工织物构件加强的两种模型进行了试验。结果表明，金属加强土坝模型的构件自坝顶以下０．６２５ ｈ处（模型高度）开始断裂，即在此深度的构件发生最大拉应力；使用聚合物构件的模型，其构件在同样条件下却不断裂。使用金属加强构件的模型坝体，当荷载为１．５３ Ｇ时就会失去承载能力，使用土工织物加强构件的模型坝体，在荷载为１．６３ Ｇ时，才会失去承载能力。 The bearing capacity test was carried out on a special test bench using a 1:10 earth dam model. Two models of reinforcement of metal and geotextile components were tested. The results show that the members of metal reinforced earth dam model begin to rupture at 0.625 h (model height) below the crest of the dam, that is, the maximum tensile stress occurs in the member at this depth. Using the model of polymer member, under the same conditions Not broken. Model dams using metal stiffeners lose their load-carrying capacity at a load of 1.53 G. Model dams using geotextile-reinforced members lose their load-bearing capacity at a load of 1.63 G.