The costly plate loading test is usually used to obtain the load-settlement curve of the pile.
工程上通常是通过静载荷试验来测取桩的荷载-沉降曲线，耗资巨大。
It introduces the principle, equipment and method of deep plate loading test by self-balance method, and compares it with the traditional loading test of single pile.
介绍自平衡法深层平板载荷试验原理、试验设备及试验方法，并将其与传统单桩静荷载试验进行效益对比分析。
In this article, the bearing capacity behavior and load transfer mechanism of super long bored pile in Wenzhou soft clay are discussed, on the basis of the static loading test and axial force test.
通过温州软土地基中超长钻孔灌注桩静载荷试验和桩身轴力的测试，探讨了软土地基中超长钻孔灌注桩的承载力性状和荷载传递机理。
Bearing mechanism, loading transfer behavior and results of FEM simulation of squeezed branch pile are analyzed systematically in this paper based on results of static loading test.
根据单桩静载荷试验的结果，全面系统地分析了挤扩支盘桩的承载机理、荷载传递性状和FEM模拟结果。
The loading test of composite foundation reflects the comprehensive bearing capacity and characters of pile and soil.
复合地基载荷试验综合反映了桩及桩间土的承载性状。
The field loading test of single pile and three piles composite ground are studied combining the construction of lime-soil compacted pile in collapsible loess foundation.
结合灰土挤密桩处理湿陷性黄土地基工程实际进行了单桩、三桩复合地基静载荷现场试验。
Making explanation of the design principle of composite pile, and providing the primary data in accordance with the field test of composite pile under the loading of high subgrade in this project.
解释了设计复合桩的原理，针对该工程的高路基荷载下复合桩进行了现场测试，提供了初步的数据。
It is proved by loading test that the loading transfer behavior of squeezed branch piles has changed because at different places of the pile body are located many branches or disks.
通过载荷试验证明，挤扩支盘桩由于桩身不同位置设置了多个支或盘，使其荷载传递性状发生了根本的改变，因而它的承载力及沉降等方面也发生了变化。
According to the data of static loading test for single cement soil pile, the time effect on bearing capacity of single cement soil pile is analysed in the saturated soil.
通过某工程的粉喷桩单桩载荷试验资料，分析了在饱和土层中，粉喷桩复合地基单桩承载力的时间效应问题，且地下水对其也具有较大的影响。
Static loading test, which is expensive, is usually required for getting pile head stiffness.
为了确定桩的刚度，通常需要通过静载荷试验测取，耗资巨大。
According to the static loading test and the axial force test, the bearing capacity and load transfer mechanism of the over-length pile in the littoral soft clay are discussed.
通过沿海某大型火电厂主厂房地基中超长钻孔灌注桩静载试验和桩身轴力测试，探讨软土地基中超长钻孔灌注桩的承载力性状和荷载传递机理。
The system is helpful to raise efficiency and quality of then pile static loading test.
系统的应用有助于提高桩基静载荷检测的效率和质量。
Some problems should be paid attention to when the bearing capacity of the combined composite foundation is calculated from the loading test results of single pile.
同时指出了根据单桩静载试验结果计算组合型复合地基承载力时应注意的问题。
The presented results are of important significance to optimizing design of the cement soil pile composite foundation and deciding the time of the loading test.
掌握单桩承载力的时间效应规律，对粉喷桩复合地基的优化设计及确定载荷试验的时间具有重要的意义。
On the basis of a lot of test pile data, the article analyzes the pile-soil response mechanism and discusses the influence factors of single pile under the lateral reciprocating loading.
该文在大量试桩数据的基础上，分析了水平往复荷载作用下桩土作用机理，讨论了水平往复荷载作用下单桩的影响因素。
The bearing force character, failure behavior and loading transfer law of squeezed branch pile are studied in this paper based on static load test results.
文章基于静载试验结果，研究和探讨了支盘桩的受力特性和破坏性状。
The results of plate loading test and low strain dynamic testing show that the quality of CFG pile composite foundation is good and subgrade bearing capacity has been improved successfully.
现场载荷试验及反射波法低应变动力检测试验表明，CFG桩桩身完整性很好，复合地基的承载力提高显著，证明该工程的CFG桩复合地基设计及施工是成功的。
It is shown that the thickness and material of cushion have great influence on the bearing capacity of composite foundation with CFG pile in loading test, and there is a match problem between them.
认为垫层厚度和材料对CFG桩复合地基的承载力性状有很大影响，两者之间有个匹配问题。
On basis of the design of rock socketed pile, some problems are discussed, concerning the design method, design standard, design parameter and the standard on loading test of pile.
从嵌岩桩设计中遇到的实际问题出发，指出了现行设计规范存在的不足。
Loading test results indicate that the bottom resistance increases by about 100% after grouting in the pile bottom, and the bearing capacity of the rigid pile increases by about 35%.
实测结果表明，桩底后注浆处理后，持力层的端阻力提高约100%，刚性桩复合地基承载力提高约35%。
The results show that the revised test value of the bearing capacity of combined pile composite foundation under the loading …
采用桩间土的压缩模量乘以承载力的提高幅值，所得复合压缩模量计算组合桩型复合地基，最终沉降满足工程要求。
The results show that the revised test value of the bearing capacity of combined pile composite foundation under the loading …
采用桩间土的压缩模量乘以承载力的提高幅值，所得复合压缩模量计算组合桩型复合地基，最终沉降满足工程要求。
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