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在一些设计规范上,对方桩的支承能力,一般都有较具体的规定。如公路工程设计准则,苏联48年公路设计规范以及中国铁路桥涵设计规程等对35×35的钢筋混凝土方桩,规定能承受主力43吨,有附加力作用时,可提高支承能力30％,即能支承56吨。但按材料强度,若用200号混凝土当合筋量2％时,则35×35的摩擦桩可承受73吨,在有附加力作用时,则可承受73×1.3=95吨。规范上提出的载重能力,远低于桩本身材料的负荷能力,因而规范当以土壤地质情况及打桩情况为其考虑
In some design specifications, the other side of the pile bearing capacity, generally have more specific provisions. Such as highway engineering design guidelines, the Soviet Union 48 years of highway design specifications and China Railway Bridge Culvert design rules and other 35 × 35 of the reinforced concrete square pile, the provisions of the main can withstand 43 tons, with additional force, can increase the support capacity of 30%, that is Can support 56 tons. However, according to the strength of the material, if the No. 200 concrete is used, the friction pile with 35 × 35 can bear 73 tons and the additional friction force can bear 73 × 1.3 = 95 tons. Normatively proposed load capacity, much lower than the load capacity of the pile itself material, so the norms when the soil and geological conditions and piling as its consideration