| 1. | Bond fracture appeared to be due to osmotic pressure generated in the bubble by water soluble constituents leached from the interface .
粘结破裂的出现是由于外界面溶解出水溶性成分而鼓泡产生渗透压力之故。 |
| 2. | Leather - physical and mechanical tests - determination of water penetration pressure
皮革.物理和机械试验.水渗透压力测定 |
| 3. | Leather - physical and mechanical tests - determination of water penetration pressure
皮革.物理和机械试验.水渗透压力的测定 |
| 4. | Seepage pressure effect on landslide stability at the three gorges reservoir area
三峡库区地下水渗透压力对滑坡稳定性影响研究 |
| 5. | Leather - physical and mechanical tests - determination of water penetration pressure ; german version en 14289 : 2003
皮革.物理和机械试验.水渗透压力的测定 |
| 6. | The mortar osmotic pressure ratio is highly 500 % and its water reducing ratio is only 9 % . concrete mixing with polycarboxylic acid type waterproofing agent holds excellent
试验结果表明,多元羧酸系防水剂具有高的抗渗性,砂浆渗透压力比高达500 % ,其减水率为9 % 。 |
| 7. | Boring , grouting and finally forming an impervious curtain in the rock mass with cracks , that is one of the most popular methods of the foundation seepage control at hydraulic and hydroelectric engineering
采用钻孔水泥灌浆封堵岩体中的缝隙而形成阻水帷幕，达到减少渗漏量和降低渗透压力的目的，是水利水电工程基础处理的重要手段之一。 |
| 8. | The influence of the selection of the shearing resistance and the seepage pressure on the reliability index is analyzed ; meanwhile , the influence of the distribution types , cut - tail and correlation of the stochastic variable on the reliability is discussed
接着分析了抗剪强度参数的选择及渗透压力对可靠指标的影响，并讨论了随机变量的分布类型、截尾情况以及相关关系对可靠指标的影响。 |
| 9. | Through analyzing the seepage observation data of huangtankou concrete gravity dam , foundation seepage behavior are reasonably evaluated . the reason of seepage force rising of individual monolith is impervious elements " flaw and drain holes " block . 4
分析黄坛口大坝坝基渗流监测资料，正确评价了坝基防渗排水系统的工作状态，指出了个别坝段渗透压力升高是由于坝基防渗帷幕缺陷和排水孔被堵造成，为工程加固提供了科学依据。 |
| 10. | Because of the difference of shape character and function between arch dam and gravity dam , the effect of loads , such as seepage pressure and gravity in arch dam , is smaller than that in gravity dam , but , the thermal load and dam contraction are turned into main loads
由于拱坝的体形特点和工作原理与重力坝不同，所以在拱坝中渗透压力与重力等作用荷载的影响要比在重力坝中小，而温度荷载及坝体混凝土收缩则上升为主要荷载。 |
