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1)  remolded loess
重塑黄土
1.
Effects of specimen-preparing methods on tensile strength of remolded loess
制样方法对重塑黄土单轴抗拉强度影响的初探
2.
Based on the analysis of infiltration characterist ic after experimenting on soil sampled from loess filling slope at BAOZHONG railway, the influential rules about consolidation degree on osmosis of remolded loess were obtained, and analyzed the main forming reasons of diseases, then offered some corresponding foundations on construction control.
通过对宝中铁路黄土路堤取样试验后所做的渗透特性分析 ,得出了压实度对重塑黄土渗透性影响的规律 ,分析了病害形成的主要原因 ,并为施工控制提供了相应的依
2)  saturated remodeled loess
饱和重塑黄土
1.
Through comparing the results of compression test and conventional triaxial drainage shear test based on the saturated original loess and the saturated remodeled loess, we get the law of the stress and stain characteristics and strength characteristics which is effected by structure of the saturated original loess.
通过对饱和原状黄土以及饱和重塑黄土的室内压缩试验和常规三轴排水剪切试验的结果对比,得出结构性对饱和原状黄土应力应变和强度特性的影响规律。
3)  unsaturated remolded loess
非饱和重塑黄土
1.
The tri-axial tests of unsaturated remolded loess were performed for different dry densities and .
本文以杨凌黄土为研究对象,进行了不同初始干密度、不同初始含水率及不同固结度下的非饱和重塑黄土常规三轴剪切试验,在大量的试验研究基础上,分析了杨凌非饱和重塑黄土的强度指标和邓肯-张模型各计算参数随初始条件的变化规律。
4)  remolded Loess true triaxial test
重塑黄土真三轴试验
5)  soft plastic loess
软塑黄土
6)  remolded soil
重塑土
1.
As undisturbed soil and remolded soil possess different structural features, they demonstrate different mechanical properties.
原状土与重塑土具有不同的结构特征,于是表现出不同的力学性状。
2.
With the comparative analysis of triaxial tests of undisturbed and remolded soil samples, the influences of structure on the stress-strain shear moduli of soil samples at the initial, medium and later stages of the test have been discussed, and from the microscopic angle, its causes are analyzed qualitatively.
通过原状土样和重塑土样的三轴试验的对比分析 ,结构性对土样的应力应变切线模量在试验的初期、中期和后期的影响进行了探讨 ,从微观角度定性地分析其原因。
3.
In laboratory,remolded soils are subjected to acid water immersion and tested for changes in their mineral compositions and shear strength after immersion with different durations.
在实验室内用弱酸溶液浸泡蒙脱石、伊利石、高岭石3种重塑土试件,测试不同浸泡时间后试件矿物成分和抗剪强度的变化,以此模拟现场酸雨作用下滑面的形成过程。
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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