| 1. | Average degree of consolidation of sand - drained ground
地基处理砂井地基平均固结度 |
| 2. | Degree of consolidation
在一定的压力作用下 |
| 3. | The banking system has had radical new capital - requirement rules since 2004 , which have produced a degree of consolidation
在2004年，在银行系统中实行激进的资本需求新标准以来，已经发生了不少合并。 |
| 4. | Rayleigh wave method is applied in projects more and more , however just determines the nature of soil . however the amount of shear strength , the degree of consolidation are needed in projects
这样，影响了该方法的应用，因此，有必要从理论上寻找瑞利波速度跟强度或者固结度的关系式。 |
| 5. | ( 7 ) axisymetrical analytical solutions of vacuum preloading was deduced to compute pore water pressure and degree of consolidation , the effect of vacuum loading speed , well resistance and smear were considered
( 7 )在轴对称单井模型的基础上，推导了考虑真空荷载施加过程的真空预压下地基孔压及固结度的解析解，同时可考虑井阻、涂抹等因素。 |
| 6. | Through abnormally testing the foundation soft clay from a high - way in sichuan province , the paper researches the reason that volumetric strain , deformation and lateral force coefficient of saturated clay change with changing of degree of consolidation and time
本文通过对四川某高速公路地基软土的室内特性非常规试验，深入探讨了饱和粘土的体变、形变、侧压力系数随固结程度，随时间的变化机理。 |
| 7. | It was shown that there were many factors impacting on the creep characteristics of soils , such as the initial degree of consolidation , drainage condition , load ratios and so on ; and the relationship between coefficient of secondary consolidation and consolidation pressure depended on preconsoildation pressure and load ratios in the test
结果表明：软土的蠕变特性与多种因素有关，包括土体的初始固结度、土层排水条件、加荷比等：次固结系数与固结压力的关系取决于土体的先期固结压力和试验中的加荷比。 |
| 8. | Both linear and non - linear rheological consolidation behavior of soft clayey soils are then analyzed in detail by using aodnrcls . a variety of consolidation curves are prepared and the influence of various factors on the dissipation of pore pressure and the development of settlement and degree of consolidation are discussed
利用本文程序详细地分析了单层、双层和多层地基线性流变和非线性流变固结性状，绘制了大量的固结曲线，讨论了各种因素对地基孔压消散、沉降以及固结度发展的影响。 |
| 9. | The corresponding programs in matlab language were presented for various operating mode computations . thus , the excess pore - pressure and void ratio distribution along space - time could be derived . the degree of consolidation , which could be expressed by excess pore - pressure or deformation , was derived for various operating mode and its ’ characteristics along space - time showed rules of warping soil consolidation under osmotic pressure
应用matlab语言编制计算程序对各种工况的超孔隙水压力消散、孔隙比随时间和空间的变化进行了求解，对各种计算工况得到的以孔压和变形表示的固结度的变化规律进行分析，说明渗压体积力作用下淤填粘土的固结随时间和空间的非线性分布特性。 |
