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1)  saturated clay
饱和粘土
1.
Effects of average plastic volumetric strain on compaction grouting in saturated clay;
饱和粘土中平均塑性体积应变对压密注浆的影响
2.
Study of one-dimensional nonlinear coefficient of consolidation of saturated clay;
饱和粘土一维固结系数的非线性研究
3.
Results of experiments show that flow in micro-scale pore of saturated clays follows law of nonlinear flow.
实验结果表明饱和粘土微尺度孔隙渗流为非线性流。
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2)  saturated clay
饱和粘性土
1.
Studying the permeable regularities of water in less permeable and saturated clay;
弱透水层饱和粘性土中水分渗透规律研究
2.
Based on conventional consolidated-undrained triaxial tests of normally-consolidate saturated clays,the non-linear equations of pore pressure of normally-consolidate saturated clays is established in this article.
通过正常固结饱和粘性土的三轴固结不排水试验,分析了在正常固结饱和粘性土在三轴固结不排水应力路径下考虑土应力应变非线性的孔隙水压力方程,根据有效应力路径唯一性原理,推导出适用于其他应力路径下正常固结饱和粘性土的孔隙水压力方程,并通过一个工程实例验证方程的工程实用性。
3.
The process of pile driving in saturated clay is modeled by the theory of expansion of cylindrical and spherical cavities in an infinite medium.
假定土体为均质、各向同性的弹塑性介质,运用无限介质中圆柱形小孔和球形小孔扩张理论分别模拟饱和粘性土中打入桩的沉桩过程,求出沉桩过程中桩周土体的应力分布,分析沉桩引起桩周土体土性的变化及其对土体应力的影响。
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3)  saturated soft soil
饱和软粘土
1.
For saturated soft soil foundation, pore water pressure is not easy to dissipate, dynamic consolidation results in soil lateral extruding and upward upheave and reduce compaction effect, so secondary measures such as dynamic replacement and arrangement of vertical drainage paths will be applied.
饱和软粘土地基孔压不易消散,夯击容易引起土体侧向挤出和向上隆起,降低夯实效果,为此必须采用辅助措施,强夯置换和设置竖向排水通道,本文总结了若干工程经验,阐述了强夯有效影响深度,最佳夯击能,强夯地基的强度和变形问题。
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4)  saturated soft clay
饱和软粘土
1.
Elastoplastic solution of spherical cavity expansion considering disturbed saturated soft clay;
扰动对饱和软粘土中球形孔扩张问题的影响
2.
Dynamic properties of saturated soft clay under impact loading;
饱和软粘土在冲击荷载下的动力特性研究
3.
Study on squeezing effect against soil and pore pressure by pile pushing in saturated soft clay foundation;
饱和软粘土地基沉桩过程中桩土挤压应力及超孔压计算
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5)  saturation clay
饱和粘性土
1.
Based on the compression curve of saturation clay and Tazzighi s one dimensional consolidation theory,an expression between coefficien of consolidation and effective stress under three kinds of consolidation condition is brought up.
以饱和粘性土的压缩曲线和太沙基的一维固结理论为基础 ,推导出各种固结状态下固结系数随有效应力变化的解析式 。
2.
According to the effective stress principle and stress history,the shearing strength and stress path of saturation clay are studied.
主要根据饱和土的有效应力原理及应力历史，探讨饱和粘性土的抗剪强度及应力路径，讨论了不同边界条件下饱和粘性土的抗剪强度及相互关系，给出了不同的应力路径，指出了不同边界条件具不同的应力状态，应力状态不同具有不同的应力路径，土体变形和强度与应力有关，与应力历史有
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6)  unsaturated clay
非饱和粘土
1.
The consolidation theory of unsaturated clays is introduced in this paper.
首先介绍非饱和粘土的团结理论，并通过巴登的解，找到确定非饱和粘土团结系数的确定方法。
2.
In order to study the effect on the permeability by the charge of the unsaturated clay,at first the mechanism of the electric double layer of clay was expounded and the cause of the electric double layer s resistance to the flow of polar liquid was analyzed.
为研究非饱和粘土中电荷对其渗透率的影响,首先阐述粘土双电层产生的机理,分析了双电层对粘土中极性液体流动产生电滞阻力的原因;然后利用物理化学中关于胶体动电性质的有关公式和达西定律,导出了受到电效应影响的水相渗透率公式,并结合已有的非饱和土渗透率公式,得到了考虑电效应影响的非饱和土的综合渗透率公式;最后以钠高岭土为例,分别计算出在温度为15℃、4种不同浓度的NaCl溶液考虑电效应影响的渗透率ke和不同饱和度下不考虑电效应的渗透率k*。
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补充资料：(C14-18-饱和、C16-18-不饱和)脂肪酸钾盐
CAS：68002-80-2
分子式：C14-18 and C16-18-Unsaturated alkylcarboxylic acid potassium salts

中文名称：(C14-18-饱和、C16-18-不饱和)脂肪酸钾盐；牛油脂肪酸钾皂

英文名称：Fatty acids, C14-18 and C16-18-unsatd., potassium salts
C14-18 and C16-18-Unsaturated alkylcarboxylic acid, potassiumsalt
fatty acids, c14-18 and c16-18-unsatd., potassiumsalts
Fatty acids,C14-18 and C16-18-unsatd.,potassium salts
C14-18 and C16-18-Unsaturated alkylcarboxylic acid,potassiumsalt
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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