| 1. | A study of surface infiltration influence on haizhou mine slope stability
地表入渗对下海州矿边坡稳定性影响研究 |
| 2. | The general research situation of rock slope stability under the influence of surface infiltration is presented
介绍了地表入渗影响下的岩坡稳定性研究概况。 |
| 3. | Surface erosion , surface infiltration and movement of ground water are possible triggering mechanisms of failures in loose filled slopes
地表水冲蚀与渗入、地下水运动都可能引发松散斜坡破坏。 |
| 4. | Testing study on unsaturated seepage in fracture and numerical analysis on seepage in fractured rock mass due to surface infiltration
裂隙非饱和渗流试验研究及有地表入渗的裂隙岩体渗流数值分析 |
| 5. | The results show that surface infiltration will bring harmful influence to the stability of slope and the model and program in this dissertation are reasonable and reliable
结果表明：地表入渗确会给边坡稳定带来不利的影响，并且本文的模型和计算程序均是合理可行的。 |
| 6. | ( 5 ) introduced the shear strength theory of unsaturated ~ oil , program for checking the stability of rock slope under the influence of surface infiltration is worked out by using the limit equilibrium method
引入非饱和土的抗剪强度理论，运用刚体极限平衡法，研制出了地表入渗影响下的岩坡稳定性验算程序。 |
| 7. | ( 4 ) aimed at rock mass with large fracture density , which can be equivalent to continuum , a mathematical model for saturated - unsaturated seepage flow in fractured rock mass due to surface infiltration is established
针对裂隙较发育的岩体，把裂隙岩体等效为连续介质来处理，建立了有地表入渗的裂隙岩体饱和非饱和渗流的数学模型。 |
| 8. | Galerkin finite element method is used as numerical simulation means and a finite element program used to calculate saturated - unsaturated seepage flow due to surface infiltration is worked out it is showed that the mathematical model and the program in this dissertation are reasonable and feasible through the analysis of some numerical examples
以galerkin有限元法为模拟手段，研制了相应的算法，并编制了考虑地表入渗的三维饱和非饱和渗流有限元计算程序。通过几个算例分析表明上述模型和计算程序是合理可行的。 |
| 9. | ( 6 ) the above mentioned research achievements are applied to rainfall infiltration analysis of cushion pooi slope of xiaowan power plant , atomized rain infiltration analysis of cushion pool slope of xiluodu power plant and influence of surface infiltration to the stability of cushion pool slope of xiluodu power plant
将上述研究成果应用于小湾电站水垫塘区岸坡降雨入渗分析、溪洛渡电站水垫塘区岸坡雾化雨入渗分析以及雾化雨入渗对溪洛渡电站水垫塘区岸坡稳定性的影响等实际工程问题的研究。 |
| 10. | In the doctoral dissertation , thorough studies on determination of unsaturated hydraulic parameters of fracture through experiment and numerical simulation , mechanisms of unsaturated seepage flow in fracture , analysis of saturated - unsaturated seepage flow in fractured rock mass due to surface infiltration and influence of surface infiltration to the stability of rock slope are made . and the above mentioned research achievements are applied to the analysis of real large - scale project
本文就单裂隙非饱和水力参数的试验测定和数值模拟确定、单裂隙非饱和渗流的机理、有地表入渗的裂隙岩体饱和非饱和渗流分析以及地表入渗对岩坡稳定性的影响等方面展开了较为深入的研究，并将上述研究成果应用于实际大型工程问题的分析中。 |
