| 1. | Study on pile - soil load transfer behavior of self - balanced pile
自平衡试桩法桩土荷载传递机理原位测试 |
| 2. | Mechanism study on bored cast - in - place piles with post - grouting technology
后压浆钻孔灌注桩的荷载传递机理研究 |
| 3. | Because of the difference of loading way and load transfer mechanism , its transferred result has some deflection with traditional load test
但因加载方式与桩身实际受力状态的不同以及荷载传递机理的差异，使得测试结果与传统静载存在一定的误差。 |
| 4. | Abstract : based on the mechanism of load transference for super - long piles , the some problems to be noticed in their design are pointed out , and the better proposals are given
文摘:在探讨超长桩荷载传递机理的基础上，指出超长桩设计应注意的若干问题并得出有关结论。 |
| 5. | Based on the static pile testing , the analysis of load transfer and settlement and a new means to reach the bearing capacity of piles are reported in this paper
在现场的桩基垂直静载荷试验基础上，进行荷载传递机理分析和沉降变形的阶段性划分，探讨了确定单桩竖向承载力的新方法，为工程合理、充分地利用承载力提供参考。 |
| 6. | Load transfer mechanism of tubular pile is not expatiated completely because of the complex mechonism of soil core , which restricts the development of the theory for the bearing capacity of pile and its practiceal application
筒桩具有与一般的灌注或沉管实心桩不同的荷载传递机理，筒桩的荷载传递机理的复杂性制约了筒桩承载理论的发展与工程应用，其工程设计方法至今仍处于半理论半经验的状态。 |
| 7. | At first , based on the results of field pile tests , conclusions are made that the resistance of expanded branches or plates behaves mainly as end - bearing force , and this new type of pile can be classified as multi - end - bearing piles with friction
首先，通过现场试验结果，深入分析了挤扩支盘桩单桩的荷载传递机理，指出挤扩支盘桩的支盘阻力主要体现端承力的性质，并将挤扩支盘桩定性为摩擦多支点端承桩。 |
| 8. | 5 . combining with field test , the author disputes load transfering mechanism and mode of failue about cement power - sprayed , and studies the relationship of n ( the stress ratio of piles to soil ) to load p . at last , the author summizes the factors to effect n
作者结合现场试验，对粉喷桩荷载传递机理和破坏模式作了探讨，对粉喷桩的桩土应力比n与荷载水平p的关系进行了研究，并对影响桩土应力比的因素作了归纳总结。 |
| 9. | This differ with computation modal that design the foundation pier very big , bearing power too than design increment ; usage mechanics numerical analysis device with limited a logarithm of timw fitting method logt , noted the rock strength in stake tip of the borehole cast - in - place concrete pile to proceed with the structure steadiness the simulation compute to study with the fixed amount , designing for the engineering to start construction to provide for science with the spot
本研究结合现场试验、力学数值分析和有限单元分析，对岩溶地段钻孔灌注桩的施工工艺、荷载传递机理、持力层顶板厚度及嵌岩深度等方面作一些探讨性研究，为该工程的设计和施工积累经验，并为该类课题的进一步研究奠定了基础。 |
| 10. | This article aims at the characteristics of a baibie harbor great bridge , by the spot construction test and mechanicses , limited an analysis , dissolve to the construction technics and loading capacity , stake deliver mechanism , bearing stratum and glazing rock depth area curve etc . s of the borehole cast - in - place concrete pile in the karst terrain do the some study research
国内外对于岩溶地区钻孔灌注桩的研究，主要是针对具体工程的施工方案描述和施工故障及处理措施，对岩溶地段基桩的承载机理及承载力的综合研究则未见报道。本文针对白墅港大桥的特点，通过现场施工试验及力学、有限元分析，对岩溶地区钻孔灌注桩的施工工艺、荷载传递机理、持力层厚度及嵌岩深度等方面做一些探讨性研究。 |
