| 1. | Lateral vibration of pile groups in layered soil
考虑桩土相互作用效应的桩顶纵向振动时域响应分析 |
| 2. | Pile cap construction at grid 2 adjacent to slip road from tuen mun road
于屯门公路入口之二号位建造桩顶 |
| 3. | The location of pile has great effect on its lateral seismic response
对于桩顶固接的群桩，桩的横向动力响应会有明显的增加。 |
| 4. | Time domain axial response of dynamically loaded pile in viscous damping soil layer
桩与粘性阻尼土耦合纵向振动时桩顶时域响应研究 |
| 5. | Vibration of inhomogeneous viscous - elastic pile embedded in layered soils with general voigt model
端承桩与土纵向耦合振动时桩顶响应解析研究 |
| 6. | Evaluation of vertical bearing capacity of super - long bored single pile by the pile head settlement
按桩顶沉降量控制超长灌注桩竖向承载力研究 |
| 7. | The influences of fender piles on pile cap reactions , settlements , moments and twist moments of raft are discussed herein
讨论了考虑围护桩作用对桩顶反力、沉降及筏板弯矩、扭矩所带来的影响。 |
| 8. | Ring beam may control the top displacement of piles validly . it has affect on keeping buildings stabling around foundation pit
圈梁可以有效地控制桩顶位移，可以起到维持基坑周围建筑物稳定的作用。 |
| 9. | The final purpose of self - balanced method is to get top q - s curve , and determine ultimate bearing capacity of single pile based on it
自平衡试桩法的最终目的是建立单桩桩顶的q s曲线，并据此判定单桩的极限承载力。 |
| 10. | It is assumed that the effect on top of every piles are same when vertically axial load is acting on pile foundation in current design methods
在桩基础现行设计方法中，当桩基础受轴心竖向力作用时，假定各桩的桩顶作用效应相同。 |
