pile load的例句大全

calculation and prediction of ultimate pile load

基桩极限荷载的确定及其预测

Approximative analysis for piled rafts by pile load tests

由单桩载荷试验预测桩筏基础沉降的简化分析方法

rigid pile axial force increased significantly, pile-soil stress ratio and the pile load distribution ratio also increased significantly. 5.

刚性桩轴力明显增大，桩土应力比与桩的荷载分担比也明显增大。

application of accumulation method in the determination of single pile load force

累积法在确定单桩承载力中的应用

study on the application of self-balanced pile load test

自平衡试桩法应用研究

handbook on pile load testing

桩动静载试验手册

short-pile axial force increased, pile-soil stress ratio and the pile load distribution ratio did not change significantly.

柔性桩轴力有所增加，桩土应力比与桩的荷载分担比变化不明显。

the paper give base datum to the widely application of the new pile load testing method.

为自平衡测桩技术在以后的桩基承载力测试中的推广应用提供了资料。

according to cast-in-situ pile stress test results, it is analyzed the influence of pile bottom slime on the pile load transfer.

利用灌注桩应力测试结果，对桩底沉渣对桩的荷载传递影响进行分析。

some attentions to design of pile load bearing stratum in diversity weathered rock stratum

差异性风化岩石作为桩基持力层设计应注意的若干问题

the edit and application of rock pile load-bearing capacity table

岩桩承载力标准值表的编制及运用

an effective predicting method of ultimate pile load

一种预测基桩极限荷载的有效方法

single pile load-transfer law in layered ground

层状地基中单桩荷载传递规律

However, the researchers found that the relationship of Load-bearing mechanism between the compressive pile and tension pile seems to be discreteness because of the tension pile Load-bearing properties is affected by many factors.

然而工程实践中发现，由于抗拔桩的承载性能受到很多因素的影响，因此在承载性能方面与抗压桩的关系表现的较为离散。

Based on the data from observation of the pile loading test, an objective function was established. Non-linear least square method was used to solve the minimum value of the objective function and further to obtain ultimate pile load.

由基桩静载试验数据建立目标函数，用非线性最小二乘法求解该目标函数的极小值，从而得到基桩极限荷载值。

the single pile bearing capacity was studied by single pile load test.

通过粉喷桩单桩载荷试验研究了单桩承载力特性。

flexible pile axial force increases, pile-soil stress ratio and the pile load distribution ratio did not change significantly. 6.

柔性桩轴力增加，桩土应力比与桩的荷载分担比变化不明显。

discussion on "an analysis on the nature of case method and on the cause of underestimated pile load capacity by this method"

关于“CASE法的实质及承载力低估的原因探析”的讨论

the test results indicate an extensive application prospect for super-long pile load test.

试验结果表明该法在超长桩静载试验中具有一定的应用前景。

rigid pile axial force increases, pile-soil stress ratio and the pile load distribution ratio increases. 7.

刚性桩轴力增加，桩土应力比与桩的荷载分担比增大。