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1)  reshaped clay
重塑粘土
1.
In order to study the influence of stress path on the constitutive relations for reshaped clay,the triaxial compression tests under stress paths with drainage in cases of increased,constant and decreased mean normal stress and undrained conventional triaxial compression test have been carried out,the stress-strain relations under the four stress paths are obtained.
为探讨应力路径对重塑粘土本构关系的影响,进行了增、等、减排水和常规三轴压缩不排水应力路径下的三轴压缩试验,获得了四种应力路径下重塑粘土的应力应变关系,采用数值建模方法通过可视化分别给出了四种应力路径下整个应力场中的剪切和体积三维变形曲面,并给出了四种应力路径下的剪切和体积屈服轨迹。
2)  remolded cohesive soil
重塑粘性土
1.
Based on soil experimental technique and computer image processing,a method to gain the structural parameters of soil samples by using SEM photos has been discussed,and an example of remolded cohesive soil is offered.
以土工实验和计算机图像处理技术为基础,探讨利用SEM照片获取土的孔隙结构参数的方法,并以重塑粘性土为例进行实证分析。
3)  remolded frozen soil
重塑冻结粘土
4)  Remolded unsaturated cohesive soil
重塑非饱和粘性土
1.
Study on relation of shear strength parameters with saturation of remolded unsaturated cohesive soil;
根据23组不同水分状态和密度状态的UU三轴压缩试验结果,讨论了重塑非饱和粘性土抗剪强度参数与饱和度的关系。
5)  unsaturated-remolded-compacted cohesive soil
非饱和重塑压实粘土
1.
Test on unsaturated-remolded-compacted cohesive soil in triaxial condition
非饱和重塑压实粘土的三轴剪切试验
6)  hard plastic clay
硬塑粘土
1.
With reference to the difficulties encountered during boring construction of foundations of Zhanjiang Bay Bridge, this paper describes and discusses how to improve drag bit to make it adapt to the boring construction in hard plastic clay stratum.
针对湛江海湾大桥钻孔施工的难题,论述如何改进刮刀钻头使之适应硬塑粘土层钻孔施工的需要,通过工程实践证明达到了理想的效果。
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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