| 1. | Testing study on the reinforcement mechanism of soil nailing support for soft clay slopes
土钉支护软土边坡的加固机理实验研究 |
| 2. | Fuzzy comprehensive evaluation utility method for analysis geotechnical slope stability
岩土边坡稳定性分析的模糊综合评判实用方法 |
| 3. | Investigation on failure of granitic residual slope by using centrifugal model test
用离心模型试验研究花岗岩残积土边坡的破坏特性 |
| 4. | Parametric study on the effect of rain infiltration on stability of unsaturated expansive soil slope
降雨入渗对非饱和膨胀土边坡稳定性影响的参数研究 |
| 5. | Fold line plane was more suitable than the circular slip plane for the shallow slide
对于膨胀土边坡的浅层滑动面，采用折线滑动面比圆弧滑动面更接近于实际情况。 |
| 6. | The expansive soil slope should be protected by adopting single measure but by combining multiple measures together
指出膨胀土边坡不宜采取单一的挡护防护措施，应进行综合治理。 |
| 7. | With the combination of engineering examples , influence on the reliability of silty soil slope by rain infiltrate is discussed
并结合工程实际,探讨降雨渗透影响下对粉质土边坡可靠度的影响。 |
| 8. | Three boundary condition expressions of unsaturated soil slope under rainfall infiltration and evaporation conditions are presented
摘要讨论了非饱和土边坡在入渗、蒸发条件下的三类边界条件表达形式。 |
| 9. | The variation of water distribution in unsaturated slope and the slope stability due to rain infiltration is studied in this paper
本论文研究降雨入渗条件下非饱和土边坡内水分分布规律以及由此而引起的边坡稳定性的变化。 |
| 10. | Landslide is closely related to rainfall , and for unsaturated soil slope the rain infiltration is the most important one that results in landslide
降雨入渗是非饱和土边坡失稳的主要诱发因素，滑坡与降雨有着密切的关系。 |
