固结度的公式的问题 [复制链接]

固结度的公式里面没体现荷载的影响. yi7.9/;a  
可是荷载对固结度确实是有影响的.为什么呢 J}|X  
固结度是土体沉降量跟最终沉降量的比值. ^F^g(|(K  
堆载预压法处理过的土体,沉降量是跟"荷载与加荷时间"产生关系的吧.
F)3+IuY  
而竖向固结度跟径向固结度公式里面只有时间T的体现,而没有荷载的体现

Certain loading  produces certain final settlement. the dissipation of excess pore pressure is only related to time and soil properties under this certain loading, based on Terzaghi's 1-d consolidation assumptions. it is the dissipation of excess pore pressure that causes the consolidation effects of soil, as also is the origin of 1-d consolidation deduction. $8^Hkxy  
this relationship between pore pressure and time factor comes from the fluid continuity under darcy's law. you may review Terzaghi's theory again to capture the full scenario.

学识浅，看不懂外文

学识浅，看不懂外文

看不懂外文

谢谢。。。。。

这个体现已经有荷载的存在了 只是表达的意义不一样  这个可以很负责人的说 公式没有错 别钻牛角尖啦