| 1. | Pseudo - consolidation pressure
准固结压力 |
| 2. | Based on the results , the computation method for deformation of the secondary consolidation reflecting the influence of consolidation pressure was developed
在此基础上提出了正常固结土次固结沉降量随固结压力变化的计算方法。 |
| 3. | The magnitude of load , the pre - consolidation pressure of soil , as well as the variations of compressibility and permeability of soil , all has significant influence on the consolidation behavior
荷载的大小、先期固结压力、土体压缩性和渗透性的变化等对地基的固结性状均有明显影响。 |
| 4. | Two thirds of sino - foreign fund management joint ventures have yet to reach break - even , amid increasing consolidation pressure in the word ' s fastest - growing mut - ual fund market
在中国这个全球增长最快的共同基金市场上，整合压力日渐加大，三分之二的中外合资基金管理公司尚未实现收支平衡。 |
| 5. | In the process of the preloading , the shear strength of soils of foundation increased not only apparent but also structural in each filling consolidation pressure
摘要在分期堆载预压过程中，地基土在某一堆载固结压力下，其抗剪强度不仅有表观强度上增长，而且有结构强度的增长（次固结作用） 。 |
| 6. | Based on the nonlinear relationship of permeability velocity and hydraulic gradient , four non - darcy seepage models were summarized to investigate the permeability behavior of soft soil under consolidation pressure
摘要针对传统固结理论不能考虑非达西渗流的不足，研究了渗流速度与水力梯度的非线性关系。 |
| 7. | The hiped beryllium material has higher mys value because of not only its lower consolidation temperature and higher consolidation pressure but also the more uniformly and finely dispersed distribution of its beo phase
静压铍材由于其细小均匀beo的弥散分布，加上在较低温度和高压下成形固结，从而_ ( mys )较高。 |
| 8. | 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。 |
| 9. | Criterion method of settlement calculating is also introduced in this paper . after comparing the calculating value of criterion method with the data which measured in - site , this paper points out : ( 1 ) settlement brought by side deformation should be taken into account among the super soft silt groundsill in pearl river delta area ; ( 2 ) stress history has a great deal influence to the settlement , but the pre - consolidation pressure pc for the judgement of consolidation state of soil has no credibiliy which is gotten in laboratory
此外，本文还简述了规范推荐的沉降计算方法，并运用已有的工程实测数据与规范方法计算值进行了比较，指出对于珠三角地区的超软弱地基。应考虑侧向位移引起的沉降；应力历史对沉降的影响较大，而判断土体固结状态指标的前期固结压力p _ c ，在试验室得出的数据并不可靠。 |
