So , it is suitable to use the former for aseismic design of pile foundation but the latter for dynamic pile testing 因此在基础动力设计中应采用较为严格的解，对基桩动测则可以采用简化理论。
The integrity of pile tests is such an important problem that it attracts the entire engineering field and many investigators " attention 基桩的完整性检测是工程界和研究人员一直很关心的问题。
Through the analysis and research of model piles test data in medium - fine sand , the value of the exponent n in medium - fine sand usually indicates 0 . 5 - 0 . 9 通过对模型桩的试验研究，得出了中细砂地质条件下双参数法的指数n的值一般在0 . 5 - 0 . 9 。
Now theory about the qualitative analysis of pile test has come to maturity , however , little progress has been made on the quantitative analysis due to many factors 目前定性评价基桩缺陷的理论已很成熟，而定量分析由于受到影响因素很多，进展缓慢。
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。
A laboratory technician was sentenced to eight months imprisonment for accepting about 10 , 000 in bribes from a site agent for falsifying pile testing results in relation to a housing department proj 一名化验所技术员因收受一名地盘代理一万元贿款，作为伪造有关房屋署于东涌一个地盘的桩柱测试结果的报酬，被判入狱八个月。
Because it is very complicated in cefr either in normal condition or accident condition , numerical analysis is important in these cases that the out - of - pile test have not been performed 无论是在正常工况还是在事故工况下，整个堆内都呈现出非常复杂的热工水力现象，在我们还没有能力进行实验模拟的情况下，数值分析非常必要。
Nine persons , including an employee of the kowloon - canton railway corporation , had been arrested for allegedly manipulating piling test records to cover up suspected non - compliant works at a construction site at the nam cheong station of the west rail 廉署拘捕九名人士，包括一名九广铁路公司员工，怀疑他们窜改西铁南昌站建造工程的桩柱测试报告，以隐瞒未符合规格的桩柱工程。
Longitudinal vibration theory of pile is the basis of any kind of method in dynamic pile testing , which can be used to explain the dynamic reaction between pile and soil , the mechanics of pile testing , and to illustrate the pile testing curves 桩的纵向振动理论是各种动态试桩方法的理论基础，开展桩的纵向振动理论研究对于进一步弄清桩?土间动力相互作用、动力试桩的机理以及正确分析桩的测试曲线非常重要。
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。
