| 1. | One - dimensional consolidation of viscoelastic soil layer under cyclic loading
循环荷载下黏弹性饱和土层的一维固结 |
| 2. | One - dimensional consolidation
一维固结 |
| 3. | One dimensional consolidation
一维固结 |
| 4. | One - dimensional consolidation analysis of saturated gibson soils with semi - pervious boundaries
地基半透水边界一维固结分析 |
| 5. | Effect of initial hydraulic gradient on one - dimensional consolidation of saturated clays
起始水力梯度对饱和黏土一维固结的影响 |
| 6. | Theory of one dimensional consolidation of double - layered ground with impeded boundaries under cyclic loadings
循环荷载下半透水双层地基一维固结解析研究 |
| 7. | Applying similarity principle and analyzing one dimensional consolidation , the paper transform the mould to the prototype
应用相似理论和一维固结理论分析，将室内模型转化到实际工程当中。 |
| 8. | On the basis of the work so far available , this paper makes a further study of one - dimensional consolidation problem of gibson soils
本文在前人工作的基础上对gibson地基的一维固结问题进行了进一步的研究。 |
| 9. | On the basis of this research , the one - dimensional consolidation of layered gibson soils with semi - pervious boundaries is investigated in this paper
编制了计算程序，通过算例研究了多层gibson地基的一维固结性状。 |
| 10. | A series of 1 - d consolidation tests were carried out for soft clay with different over pressure ratios ( opr ) and different preloading durations
摘要通过不同超载比、不同作用时间的一维固结试验，研究软土在超载作用过程的变形机理。 |
