1) warm and ice-rich frozen soil
高温高含冰量冻土
2) warm and ice-rich frozen soil
高温–高含冰量冻土
1.
Experimental study on creep of warm and ice-rich frozen soil;
高温–高含冰量冻土蠕变试验研究
2.
The warm and ice-rich frozen soil under an outside load will generate relatively large compression deformation which greatly influences the stability of roadbed.
高温–高含冰量冻土在外荷载作用下会产生较大的压缩变形,对路基稳定性产生极大影响。
3) warm and ice-rich frozen soil
高温-高含冰量冻土
1.
In order to study the strength character of warm and ice-rich frozen soil,a series of uniaxial compressive strength tests of frozen clays with water contents of 20 %,40 %,60 %,90 %,120 % at temperatures of –0.
为研究高温-高含冰量冻土的强度特性,分别开展了不同温度、不同含水率的冻结黏土单轴无侧限抗压强度试验。
4) ice-rich frozen soil
高含冰量冻土
1.
Permafrost is very unstable in mechanical properties owing to its sensitivity to temperature,especially for the ice-rich frozen soil.
冻土对温度敏感且性质易变,而高含冰量冻土的性质更是极不稳定,针对不同温度、不同围压下50%的高含冰量重塑冻土进行了动三轴试验。
5) frost earth with high ice content
高含冰量富冰冻土
6) warm frozen soil
高温冻土
1.
Because there are defects such as fracture and cavity in the warm frozen soil,and their distributions are random,the elastic moduli and strengths are still uncertain;and they will be stochastic variables submitted to one of probability distribution,even if the temperature of frozen soil is the same.
由于高温冻土内部裂隙、空洞等缺陷分布有很大的随机性,即使在同一土温下,其弹性模量及强度不是某一确定值,而是服从某一概率分布规律的随机变量。
2.
Based on the characteristics of random distribution of defects such as fissure and void in warm frozen soil,a stochastic damage model for warm frozen soil under uniaxial compression is developed by using continuous damage theory and probability and statistic theory.
从高温冻土内部裂隙、空洞等缺陷的随机分布出发,基于连续损伤理论和概率与数理统计理论,建立了高温冻土的单轴随机损伤本构模型,并利用3种不同试验温度下的实测数据与之对比分析。
补充资料：高乐高蓬蓬冰
高乐高蓬蓬冰
配料：牛奶、任意口味的高乐高饮品、芒果、菠萝、哈密瓜、樱桃
过程：
a,芒果、菠萝、哈密瓜切丁，加入樱桃，放入高脚杯内；
b,再加入一些刨冰，最后淋上用牛奶冲调好的高乐高；
c,食用时稍微搅拌一下即可。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。