基础形状和尺寸对增强土地基承载能力的影响

The influence of the shape and size of footing on bearing capacity of geofabric reinforced soils

通过试验,初步探讨了基础形状和尺寸对于增强地基承载力的影响,试验结果表明,与非增强土系不同,基础形状不影响增强土地基的承载能力,关于增强土地基承载能力提高的有利影响,如同在小尺寸模型试验上观察到的一样,在一定尺寸范围内呈现出重复性和稳定性,在实际尺寸条件下承载能力的提高水平很可能与此类似。

Discusses the influence of shape and size of. footing on the bearing capacity of groundsill in an experiment. The outcome of the test indicates, the shape of footingmakes no difference to the geofabric reinforced soils, the advantageous influence of geofabric reinforced soils on the bearing capacity of groundsill, it is iterative and steady in definite size as though it was espialed in the test of the small size. As likely as not, an increase of bearing capacity of groundsill in trim size is similar here.