| 1. | An integral equation approach and parametric analysis for single pile in layered soil
层状地基中单桩性状的积分方程解法及其参数 |
| 2. | Analytical solutions for lateral vibration of pile in layered soils considering shear deformation
成层土中粘弹性桩纵向振动分析及工程应用 |
| 3. | Analysis and application in engineering on vertical vibration of viscoelasticity piles in layered soil
成层土中粘弹性变截面桩纵向振动分析及应用 |
| 4. | An analytical solution of internal force and deformation for anchorage length of abti - slide pile in layered rock mass
成层岩体中抗滑桩锚固段内力变形计算解析解 |
| 5. | Theoretical study of horizontally loaded single pile in layered soil considering consolidation and rheology of soil
考虑固结和流变的层状地基中的水平单桩的理论分析 |
| 6. | Afterwards , considering the inertial force from superstructures , analytical solution to lateral seismic response of single pile in layered soils induced by rayleigh waves was developed based on winkler beam model
然后，采用winkler地基梁模型，考虑上部结构惯性力的作用，推导了远场地震成层地基中单桩的横向地震响应的解析解。 |
| 7. | Based on the analytical solution , the influence of all relevant parameters on the settlement behavior of single pile was analyzed and discussed . 2 . the time effect of the settlement of single pile in layered soil was studied
采用分离变量法求解得到了均质地基中受静力荷载作用的单桩桩顶沉降与时间关系的解析解，并据此分析讨论了各种参数的变化对单桩的沉降与时间关系的影响。 |
| 8. | Treating the soil as a two - phase mixture and considering the interactive influence of seepage and solid deformation , this paper analyzes the dynamic impedance of group piles in layered saturated porous media by indirect boundary element method and investigates the effects of pore fluid in saturated soils on dynamic impedance of piles
摘要将饱水软土地基视为两相介质，考虑水的渗流和土骨架变形的耦合作用，用间接边界元法分析层状饱水软土地基中横向受荷群桩动力阻抗，探讨饱和土中孔隙流体对饱和土中横向受荷群桩动力阻抗的影响。 |
