| 1. | Coefficient of secondary consolidation
次固结系数 |
| 2. | Secondary consolidation settlement
次固结沉降 |
| 3. | However , it is shown that the secondary compression is obviously influenced by load
大量的试验表明荷载对次固结有较明显的影响。 |
| 4. | The settlement of soft soil includes main consolidation settlement and minor consolidation settlement
软土沉降包括主固结沉降和次固结沉降，主次固结同时发生。 |
| 5. | It can eliminate the majority of primary consolidation settlement and parts of secondary consolidation settlement
它可以消除软土地基大部分的固结沉降和次固结沉降。 |
| 6. | The conventional method of computing the secondary consolidation of soft soils docs not reflect the influence of load
摘要现有计算软土次固结变形的常用方法是不考虑荷载对其影响的。 |
| 7. | Authors adopted an average secondary consolidation coefficient in settlement calculation of peal foundation in order to make results more reliable
为了使沉降计算更可靠，建议泥炭地基的沉降计算采用平均次固结系数。 |
| 8. | 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。 |
| 9. | Based on studying main factors affecting secondary settlement , a method to estimate the post - construction settlement after removal of surcharge is proposed
分析了影响次固结变形的主要因素，并提出了卸除超载后，软基在永久荷载作用下的工后沉降计算方法。 |
| 10. | 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） 。 |
