| 1. | Anti - seepage deformation research at the northeast of gushan stope
姑山采场东北帮边坡防渗透变形研究 |
| 2. | The mode of the seepage deformation evolution is illuminated by means of theoretical analysis and numerical computation
测试得到随着渗透变形的发展，堤基内部水头的变化、流量变化以及预留出口出砂面积的变化情况。 |
| 3. | Basing on a tunnel in nanjing we conclude that building underground waterproof wall and controlling its thickness and quality can prevent seepage deformation
经研究认为可通过控制所构筑地下防渗墙深度、厚度及质量来防止渗透变形。 |
| 4. | This paper analysis the seepage deformation caused by tunneling in nanjing area from hydrogeology , soil structure and mechanics etc
摘要本文从水文地质条件、土体结构和力学性质等方面分析了南京地区土层中隧道开挖所引起的渗透变形问题。 |
| 5. | The probability model distributions of permeability coefficient and anti - permeability strength of sand are studied by using the seepage deformation experiments
摘要通过粗砂渗透变形重复性试验，分析了粗砂渗透系数与抗渗强度概型分布。 |
| 6. | Seepage field , seepage deformation and seepage control measures of hydraulic engineering , ground water resources , and irrigation and drainage
水工建筑物、尾矿坝及灰坝的渗流场、渗透变形和渗控措施，地下水资源开发评估，农田水利，堤坝安全监测。 |
| 7. | In order to know the characteristics of the material , analysis on the particle gradation and the related tests on seepage and seepage deformation are made , with which the problems related to the cushion layer material mainly composed of the natural sandy gravel are solved , and the construction demand is met as well , which can provide a reference for the other similar project
为掌握其特性，进行了颗粒级配分析、渗透和渗透变形等项试验，研究解决了以天然砂砾料为主的垫层料的水力学指标问题，满足了工程需要，可为类似工程应用提供参考。 |
