2) normally-consolidated soil
正常固结土
3) normally consolidated soil
正常固结土
1.
Based on the deformation formula of Loading Test in site,the coefficient of lateral pressure at rest for normally consolidated soil is developed.
基于现场载荷试验的变形计算公式,推导了一种新的正常固结土静止侧压力系数计算公式,并进一步讨论了超固结土静止侧压力系数计算方法。
4) normally consolidated sandy soil
正常固结砂土
1.
Based on the research of normalization of SPT -N, a method to estimate the relative density of normally consolidated sandy soils is proposed.
在介绍标准贯入N值归一化研究成果的基础上,提出了用归一化标准贯入N值估算正常固结砂土相对密度的方法。
6) normal consolidation
正常固结
1.
Research on relationship between permeability coefficient and consolidation stress of normal consolidation clay
正常固结软土渗透系数与固结应力关系研究
补充资料：正常（超导）—超导（正常）转变
正常（超导）—超导（正常）转变
transitionfromnormal(superconducting)statetosuperconducting(normal)state
一般指在常压下改变温度到Tc时，物质的电阻从R＞0（R=0）的正常态（超导态）到R=0（R＞0）的超导态（正常态）的转变。无磁场时这种转变属二级相变。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条