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1)  remolded red clay
重塑红黏土
2)  remolded clay
重塑黏土
1.
Based on the viewpoint of interaction between volumetric and shear strains in plastic deformation for rock and soilt,he elastoplastic constitutive model for remolded clay under reduced triaxial compression(RTC) path has been established by using the numerical modeling method,which provides a practicable constitutive equation for computer simulation of excavation works.
根据岩土塑性变形中体应变与剪应变之间相互作用的观点,采用数值建模方法建立减围压三轴压缩应力路径下重塑黏土的弹塑性本构模型,为土体挖方工程的计算机仿真提供符合实际的本构方程。
3)  red clay
红黏土
1.
Study on the experiment of the gravel modifying the high liquid limit red clay;
砂砾改良高液限红黏土的试验研究
2.
On preconsolidation pressure of red clay;
关于红黏土先期固结压力的探讨
3.
The physical mechanics properties and engineering characteristics of red clay in Liupanshui area;
六盘水地区红黏土的物理力学性质及工程特征
4)  heavy soil
黏重土(壤)
5)  Lean clay
低塑性黏土
6)  highly plastic clay
高塑性黏土
1.
Shear properties at interface between highly plastic clay and concrete
高塑性黏土与混凝土接触面剪切特性
补充资料:挤塑吹塑
分子式:
CAS号:

性质: 由挤出机挤出管状型坯,并将它垂挂在安装于挤出机头正下方的预先打开的模具型腔中。当下垂的型坯达到合格长度后立即合模,靠模具的切口将管坯切断,然后通过从模具分型面上的小孔插入的压缩空气吹管送入压缩空气,使型坯吹胀紧贴模壁而成型,然后脱模即成制品。

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