In this article, the author analyzes the causes of abnormal static load test of pipe pile in soft soil stratum, puts forward reasonable advices from design and construction aspect.
对软土地质条件下管桩静载荷试验异常原因进行研究分析，从设计和施工角度提出了合理建议。
Then, design institute edits technology specification of main auxiliary equipment, drawing for site test pile and requirements for test pile.
之后设计院编写主要辅机设备的技术规范书及现场试桩所需的试验桩图纸及试桩要求。
Based on dilatometer test result, the proportional coefficient of lateral resistance coefficient in pile's lateral soil, and the design value of single pile lateral bearing capacity is estimated.
依据扁铲侧胀试验的结果，对桩侧土水平抗力系数的比例系数进行了估算，并估算出单桩水平承载力设计值；
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。
Some references will be offered for optimal design of bridge pile on the test results, and some new thoughts are obtained in making up for the shortage in the theory of rock-socked pile design.
试验结论不仅为桥墩的合理设计提供参考，也为弥补嵌岩桩现有设计理论的不足提供某种新的思路。
Test results proved that this method is proper for many conditions, can provide design supports for designers and has advantages in pile foundation tests.
试验结果表明，该法可适用于多种条件，为设计单位提供了设计依据，显示了其在桩基测试中的优越性。
The static load test in-situ and low-strain detection show that the bearing capacity of single pile meets design demand; pile integrity is good; concrete strength of pile reaches design value.
现场静载试验检测和低应变检测结果表明，单桩承载力满足设计要求，桩身完整，其混凝土强度达到了设计值，可满足工程需要。
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。
It was shown by these test data that the NSF along piles induced by seismic settlement of loess was significant and should not be ignored in the design of pile foundation.
试验的观测结果表明，地震诱发黄土震陷时的桩基负摩阻力不容忽视，应当在桩基设计时加以考虑。
Test results show that composite foundation scheme of the post grouting CFG pile satisfies requirements of design, which proves that this scheme has good economic benefit.
检测结果表明，该后压浆CFG桩复合地基满足设计要求，具有良好的经济效益。
The test results provided us with guidelines for proper design of single columns supported by four pile cap used in bridge construction.
研究结果对城市桥梁现行的独柱式四桩承台设计方法的改进具有一定的指导意义。
It was verified that the design method and the value of parameters were reasonable and reinforcement effect of powder-spray pile in test section was good.
通过上述试验验证了设计方法及采用参数的合理性，同时表明该试验段粉喷桩加固效果良好。
This paper conducts a study of issues on the load cell location design and relevant auxiliary measures to be adopted in the design for pile self-balanced load test method.
对自平衡试桩法的荷载箱位置设计问题及相关的辅助措施进行探讨。
Analytic hierarchy process is applied to the design of orthogonal test in research in double needle bed-long pile warp knitting and the conditions for obtaining clear yarn appearance are obtained.
在双针床经编单面添纱编织研究中采用层次分析法对正交试验的设计方案进行评分，然后得出双针床经编单面添纱织物纱线显露清晰的工艺条件。
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。
The pile groups efficiency is larger than 1 in the condition of the test. The coaction of pile-soil-cap should be considered in optimum design of pile foundation.
认为类似该场地条件下群桩效率系数大于1，在实际的工程桩基设计中应考虑共同工作以优化设计。
The contents concerned in the paper include: the schematic design of foundation treatment, the test pile and test consolidation, the construction and monitoring of foundation treatment etc.
文中涉及的内容有地基处理方案设计、试桩和试夯、地基处理施工和检测等。
A series of field detection and in-situ test have been performed; the results show that the bearing capacity satisfies the design capacity and the use of this style pile is successful.
对该新型桩基开展了一系列现场试验和检测，以其结果验证了该桩型的适用性，桩基承载力和复合地基变形满足了设计要求；
Pile foundation design for the test piles and anchor piles cant be used to construction pile was introduced also.
针对基坑计算中存在的问题，分析工程桩的存在时基坑的变形性状，并与不考虑工程桩的存在时的计算结果作比较。
Pile foundation design for the test piles and anchor piles cant be used to construction pile was introduced also.
针对基坑计算中存在的问题，分析工程桩的存在时基坑的变形性状，并与不考虑工程桩的存在时的计算结果作比较。
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