It is more suitable to calculate the foundation settlement with solid pier foundation method.
地基沉降量计算采用实体墩基法较为合适。
It is a key to erect the operation platform for the construction of the pier foundation and the anti-collision facilities in the water.
在水中进行墩基础和防撞设施施工，搭设操作平台是关键，在风大浪急的外海，施工难度更大。
For example, in the deep and rapid river flow, or ooze, it may make it difficult to build sufficient depth of bridge pier foundation rock.
举个例子，在深而流速急的河流或软泥中，可能很难建桥墩使它有足够深度达到基岩层。
According to analysis on the destruction process, treatment advice was put forward on bend buttress pier foundation for laying pipe in soft soil subgrade.
对破坏的过程进行分析后，提出了软土地基敷管弯管支墩基础的处理建议。
This paper deals with simplified calculation method of the bearing capacity and internal stresses of pier foundation in mountainous area with differentially weathered rock.
本文针对山区不均匀风化岩石中的墩基础进行分析，并提出了相应的单桩承载力及桩身内力简化计算方法。
From test, the relationship of cable free end, anchor pier, foundation deformation and cable creep with load is revealed and rational design force for anchorage cable is proved.
通过试验，掌握了锚索自由端、锚墩和基础变形以及锚索徐变度与荷载的关系，验证了锚索设计吨位的合理性。
The structure is based on the cast-in-place pile pier, and three of the piers and pile foundation were calculated and checked.
下部结构采用以钻孔灌注桩为基础的三墩柱，并分别对桥墩和桩基础进行了计算和验算。
The mode shape function of the pier was offered to study the dynamic deformation feature of the continuous beam bridge sited on the elastic foundation.
为了研究弹性基础上连续梁的振动特性，提出了连续梁桥墩的振型函数表达式。
The widened section, usually concrete, at the base or bottom of a foundation wall, pier or column.
被加宽的部分，通常是混凝土，在基础墙壁，柱桩或支撑柱体的基础或底部。
By analysing the bearing condition of pier cap and foundation beam (tie beam), this article gives the design approach of pier cap and foundation beam (tie beam).
通过分析墩帽及基础梁(拉梁)的受力状态，提出了墩帽及基础梁(拉梁)的设计方法。
In addition, the dynamic response of a pier with rigid foundation or pier with elastic foundation is also analyzed.
此外还分析了刚性基础墩身和弹性基础墩身的动力响应问题。
Second, to simulated calculate the base of light rail and foundation with the ABAQUS finite element software, analysis of the law of the bridge pier subsidence in different construction conditions.
使用ABAQUS有限元软件对轻轨桥墩基础与地基进行模拟计算，探讨了不同施工工况对桥墩位移的影响规律。
In this paper, a mathematical model for integral optimization design of pier shaft and its foundation is given, and the SLP method and duality theory are applied here to have a optimal solution.
本文给出了重力式桥墩与明挖基础整体优化设计的数学模型，选择序列线性规划法，并利用线性规划的对偶理论求最优解。
The deformation effect of foundation is considered, and the stability of continuous rigid bridge pier is analyzed by means of energy method.
考虑地基弹性变形影响，用能量法对桥墩的稳定性作了详细的分析。
In this paper, the bridge 's pier column and pile foundation perform reinforcement design and checking.
本文针对某桩柱式桥梁，对其墩柱和桩基进行配筋设计和强度验算。
With descending of the main piers foundation slab and integral moving of pier, not only the navigable dimensions meet the demand, but also the influence on upbound ships is very li.
通过下降主墩承台及整体北移桥墩，使通航尺度达到要求，且对船舶上行影响极小。
The procedure of construction with earth-bag cofferdam is introduced for the open-cut foundation in deep water and sandy soil with a narrow space at Pier No.
介绍了目前在日本应用的一种新的结构形式，即采用加筋材料包裹土体———“土袋”加固软土地基的方法，并从试验和理论两个方面介绍了土袋的加固机理。
The procedure of construction with earth-bag cofferdam is introduced for the open-cut foundation in deep water and sandy soil with a narrow space at Pier No.
介绍了目前在日本应用的一种新的结构形式，即采用加筋材料包裹土体———“土袋”加固软土地基的方法，并从试验和理论两个方面介绍了土袋的加固机理。
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