| 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. | 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 |
| 3. | 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 |
| 4. | 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。 |
| 5. | 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。 |
| 6. | Results of calculation show that dissipation of excess pore water pressure due to squeezing effect of concrete - cored sand - gravel piles is faster than that of the ordinary cfg piles
算例表明，成桩后的混凝土芯砂石桩，其挤土效应产生的超孔隙水压力的消散，远快于常用的水泥粉煤灰碎石桩（ cfg桩） 。 |
| 7. | Based on the consolidation mechanism analysis of the warping clay under osmotic pressure , a finite strain osmotic pressure consolidation equation , of which the excess pore - pressure or void ratio was selected as dependent variable , was derived
首先，通过分析渗压作用下的淤填粘土的固结机理，推导出以超孔隙水压力，孔隙比为控制变量的有限应变渗压固结微分方程。 |
| 8. | The reason for the failure of loosely residual soil slopes triggered by rainfall is that the contractive failure caused by the penetration of rainfall , giving rise to a high excess pore pressure which reduces shear strength of the soil . the soil is prone to flow slide after failure under the action of gravity due to its high moistu re content
蒋家沟地区坡残积土斜坡在暴雨条件下的破坏是由于降雨入渗导致土体发生剪缩破坏，破坏后土体的孔隙水压力升高形成超孔隙水压力、土体强度降低、破坏迅速扩展所致，因而大多数斜坡呈流滑型破坏并具有突然性破坏特点。 |
| 9. | By analyzing data of in - situ and laboratory in a certain project , the foundation stability is calculated with considering structural shear strength and meanwhile the foundation stability is also calculated with apparent strength increase total stress and the effective stress method considering the over - static water pressure ; and then the result could be gained : conventional method is conservatism
结合具体的工程实例，对各种原位和室内试验进行统计分析，对地基土进行考虑结构强度增长的总应力法稳定性计算，并与考虑表观强度增长的总应力法和考虑超孔隙水压力的有效应力法地基稳定性计算进行对比。 |
| 10. | A model test was designed to simulate the consolidation process of warping soil , the validity of theoretical equation and the solution methods presented in this study . actual measurements for excess pore - pressure , void ratio and settlement - time curves all showed good agreement with the corresponding computed values
将理论计算的超孔隙水压力、孔隙比、沉降-时间曲线和根据实测数据计算的这些量进行比较分析，说明文中建立的渗压作用下的有限应变固结理论模型及求解方法的合理性。 |
