| 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 analysis of saturated gibson soils with semi - pervious boundaries
地基半透水边界一维固结分析 |
| 4. | 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 |
| 5. | Test method for one - dimensional consolidation properties of soils using incremental loading
土壤用增量载荷的单维固结性能的试验方法 |
| 6. | Standard test methods for one - dimensional consolidation properties of soils using incremental loading
通过增长载荷进行土壤单向固结性能的标准试验方法 |
| 7. | Test method for one - dimensional consolidation properties of soils using constant rate of strain loading
使用恒定应变加载测定土壤单维固结特性的试验方法 |
| 8. | Standard test method for one - dimensional consolidation properties of soils using controlled - strain loading
用可控应变荷载测试土壤单向固结性能的标准试验方法 |
| 9. | The current calculation methods based on one - dimensional consolidation theory have not met the project ' s needs
现有设计理论中的基于单向固结理论的计算方法已无法满足工程要求。 |
| 10. | 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。 |
