| 1. | Excess pore water pressure caused by an installing pile in soft foundation
软土地基中单桩施工引起的超孔隙水压力 |
| 2. | Harm of and treatment for excess pore water pressure resulted from pile driving
沉桩引起超静孔隙水压力的危害与处治 |
| 3. | The analysis of excess pore water pressure generated by high pressure jet grouti ng
高压喷射注浆法产生的超孔隙水压分析 |
| 4. | Excess pore water pressure
超孔压力 |
| 5. | Inflence of excess pore water pressure during pile driving in saturated soft soil
饱和软土地基中沉桩引起的超孔隙水压力的影响 |
| 6. | 3d calculation of excess pore water pressure due to driving pile and its application
沉桩引起的三维超静孔隙水压力计算及其应用 |
| 7. | Study on ultimate bearing capacity of static pressed pile based on excess pore water pressure dissipation
基于超静孔压消散的静压桩极限承载力研究 |
| 8. | Prediction of excess pore water pressure resulted from static pressed pile and time - dependent pile ultimate bearing capacity
静压桩引起的超孔隙水压力及单桩极限承载力预测 |
| 9. | Liquefaction resistance defined by excess pore water pressure rise is approximately independent of the initial confining pressure
同时也说明了由超孔隙水压力定义的抗液化强度与初始有效平均正应力无关。 |
| 10. | Two modes have been identified in the earthquake induced damage to soil structures and foundations associated with excess pore water pressure rise in saturated sand
对于在地震中由于饱和砂土的超孔隙水压力上升而导致的土工构筑物和土工基础的破坏的机理有两种认识。 |
