讨论了桥台的计算组合、群桩及承台的计算；
The combining calculation of abutment and the calculation of pile group and pile cap are discussed.
夹江大桥主墩的水中大型承台是施工的难点之一。
Large bearing platform above the water is one of difficult points in the construction of Jiajiang bridge.
研究发现厚承台的传力机理符合空间桁架模型理论。
The study indicates that the transfer mechanism conforms to the space truss model.
研究发现厚承台的传力机理符合空间桁架模型理论。
The study shows that transfer mechanism conforms to the space truss model.
另外，还对钢纤维混凝土五桩承台的受力机理进行研究。
Besides, the mechanics performance of steel fiber reinforced concrete five-piles cap has been studied in this paper.
压力容器的承台、吊耳或支腿应符合容器标准中的表格的要求。
Saddles, lugs or legs for pressure vessels shall be as per the tables in Vessel Standard.
因此，有必要对群桩基础厚承台的传力机理及设计方法进行研究。
Therefore, it is necessary to study the load transferring mechanism and the design method of pile group foundations.
编制了带承台单桩基础的分析程序，对这一分析方法进行了研究。
By the method, a program is developed for cap single piled foundation research.
对于必须考虑承台作用的低承台群桩，本文的计算结果是很有价值的。
The effect of SFRC on mechanics behavior of thick pile caps has also been analyzed systematically in this paper.
空间桁架模型理论认为，承台内部力流是沿桩柱间的空间桁架传递的。
The space truss model theory argues that the stress flow transfers along with the truss composed of piles and column.
结果清楚地显示，深承台板的载荷传递机制与相应的双向剪切破坏模式。
The results clearly illustrate the load transfer mechanism in the deep pile cap and the subsequent failure mode of two-way shear.
通过埋设测试元件对承台土反力、桩身轴力及复合地基变形等进行了量测。
The pressure under cap, axis force along pile and deformation of foundation were obtained from these tests.
基于桩基承台的空间桁架传力机理，进行了承台斜压杆应力场的模拟试验。
Based on load transmission mechanism of space truss for pile caps, the simulation of compression struts of pile caps was tested.
最后，通过典型的工程事故分析说明了忽视“承台效应”所引发的严重后果。
Finally, the article analyzes and explains the serious consequence owing to neglecting 'pile cap effect' through the model project accident.
结合工程实际，主塔承台采用圆形钢板桩围堰施工，圆满完成了承台的施工。
In light of engineering practice, a round steel sheet pile cofferdam was used in the main tower caps and the construction of pile cap was successfully completed.
TB真空循环脱气装置设备的基础是承载上部荷载的桩基承台钢筋混凝土结构。
Bearing upper load, a reinforced concrete structure with a pile foundation is the foundation of RH-TB vacuum recycling degassing installation.
同时介绍了承台混凝土施工过程中的温度测试的测点布置方法和温度监测结果。
The method of how to lay out observation site during the construction of pier caps concrete and its temperature datum are introduced.
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。
The test results provided us with guidelines for proper design of single columns supported by four pile cap used in bridge construction.
结果表明，对于厚度较大的承台，冷却水对降低混凝土最高温度的作用更加明显。
The result shows that cooling water makes a more obvious effect on reducing the highest temperature to the thicker supporting terrace.
施工承台封底混凝土时使用了水下不离散混凝土絮凝剂uwb，保证了施工质量。
The bottoming concrete in foundation construction USES non discrete concrete flocculation agent UWB to ensure the construction quality.
这种设计方法只考虑承台某一特殊截面上的受力，而没有考虑承台内部的完整力流。
This kind of design method has only considered the stress in a special section of pile caps, but has no a consideration of complete stress flow inside the pile caps.
对于满足表格所有条件，如最大重量、承台高度、强度计算等的容器，可以不报买方。
For vessels which meet all the conditions stipulated in the tables such as maximum weight or saddle height, strength calculations may not be submitted to Purchaser.
基于速度势理论，研究了水中桩基圆形承台作水平简谐运动时，承台侧面的动水压力。
Basing on the potential theory, hydrodynamic pressure on the side of circular pile cap with harmonic horizontal movement was investigated.
岸坡码头中高承台桩基，其受力特点复杂，是一个典型的被动桩与岸坡相互作用问题。
Pile foundation in the dock structure project has a complex stress character, which is a typical passive pile-soil interaction problem.
因此，在厚承台设计时应考虑承台内部的完整应力流，而不是某一平截面上的应力分布。
Therefore, it is not stress distribution in certain even section but integrate stress flow inside the cap that should be considered.
主塔基础采用分离式承台钻孔桩基础，两承台设横系梁连接，系梁为预应力混凝土结构。
The foundation of the pylon is composed of bored piles and separate pile caps connected with prestressed concrete tie beams.
以水下浇筑大桥承台和采用挂篮法施工多跨连续箱梁结构是浙江富阳大桥工程的重头戏。
Underwater placement of bridge's platform and cradle construction method for multi-span continuous box-girder structure constitute the construction feature of Fuyang bridge in Zhejiang province.
论文提出的双柱联合浅基础和双柱联合桩基承台的设计计算方法可供工程设计人员参考。
Designers may refer to the design-calculation methods which are suggested in this thesis in terms of double-column combined shallow foundation and double-column combined pile caps.
文中考虑了竖向力对群桩刚度的影响以及桩基承台水平位移与弯曲、扭转位移的耦合作用。
The effect of the vertical force on the pier stiffness and the interaction among the level, bending and torsion displacement is also studied.
文中考虑了竖向力对群桩刚度的影响以及桩基承台水平位移与弯曲、扭转位移的耦合作用。
The effect of the vertical force on the pier stiffness and the interaction among the level, bending and torsion displacement is also studied.
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