饱和粘土,saturated clay
1)saturated clay饱和粘土
1.Effects of average plastic volumetricstrain on compaction grouting insaturated 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 ofsaturated 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 ofsaturated 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。
英文短句/例句
1.Practice of Design and Construction in Extrusion Soil-bored Concrete Pile Pass Through Saturated Clay Ground挤土灌注桩穿越饱和粘土的设计与施工实例
2.DEFORMATION PROPERTIES OF SATURATED CLAY UNDER AXIAL SYMMETRY STRESS CONDITION轴对称应力条件下饱和粘土的变形特性
3.Pullout Capacity of Circular Plate Anchor in Saturated Clay;饱和粘土中圆形锚板抗拔承载力的研究
4.Experimental Analysis of Migration of Cadmium and Zinc Ions in Unsaturated Clay镉、锌离子在非饱和粘土中迁移试验研究
5.dystric nitosols不饱和强风化粘磐土
6.Analysis to the Seismic Stability of Dam Slope Made of Saturated Cohesionless Soils饱和非粘性土坝坡地震稳定性的分析
7.The Study on the Metric Suction of Unsaturated Clayey Soils非饱和粘性土基质吸力变化规律研究
8.Saturated clay by triaxial shear tests饱和粘性土三轴剪切性状的试验研究
9.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
10.Vertical Vibration of Floating Pile in Saturated Viscoelastic Soil饱和粘弹性土层中悬浮桩的纵向振动
11.Law of Consolidation Creep Strain and Stress Relaxation in Saturated Soft Clay饱和软粘土固结、蠕变变形和应力松弛规律
12.In-situ test study on soft soils improvement by the DCM combined with dewatering强夯-降水联合加固饱和软粘土地基试验研究
13.The Stress-strain Relationship Model for Remoulded Saturated Clay-loam重塑饱和亚粘土应力应变关系的非线性模型
14.Quantitative Analysis of Micro-porosity of Saturated Soft Clay and Its Fractal Description;饱和软粘土微观孔隙的定量分析及其分形研究
15.Analytical Analysis on One-dimensional Finite Strain Nonlinear Consolidation of Saturated Soft Clay;饱和软粘土一维有限变形固结理论的解析分析
16.Study on Dynamic Properties of Anisotropic Saturated Clay;各向异性固结饱和软粘土动力特性研究
17.Analysis on One Dimensional Consolidation Behavior of Saturated Soft Clay under Cyclic Loading;循环荷载作用下饱和软粘土一维固结性状研究
18.Study on Permeability of Saturated Soft Clay and Effects on Large Deformation Consolidation;饱和软粘土渗透特性及对大变形固结影响研究
相关短句/例句
saturated clay饱和粘性土
1.Studying the permeable regularities of water in less permeable andsaturated 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-consolidatesaturated clays,the non-linear equations of pore pressure of normally-consolidatesaturated 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 insaturated 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。
3)saturated soft soil饱和软粘土
1.Forsaturated 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。
4)saturated soft clay饱和软粘土
1.Elastoplastic solution of spherical cavity expansion considering disturbedsaturated soft clay;扰动对饱和软粘土中球形孔扩张问题的影响
2.Dynamic properties ofsaturated 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 insaturated 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
5)saturation clay饱和粘性土
1.Based on the compression curve ofsaturation 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 ofsaturation 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
6)unsaturated clay非饱和粘土
1.The consolidation theory ofunsaturated 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 theunsaturated 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*。
延伸阅读
(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
