但目前，在我国公路桥梁规范中，对于桩基础仅给出轴向承载力的安全系数。
But nowadays, in the code of highway bridge only have safety coefficient for axial bearing capacity of pile foundation.
深水基础施工是公路桥梁建设的重点和难点之一。
For the construction of highway bridge, the intallation of foundation in deep water was considesed to be one of the important and difficult job.
论文旨在混凝土公路箱梁桥温度场的长期观测数据基础上深入研究并完善公路桥梁混凝土箱梁温度场的理论与计算方法。
Therefore, to research and perfect the theory study and calculating method of temperature field in concrete box-girder basing on long-term observation data is the purpose of this dissertation.
本文阐述了所研制的公路桥梁桩基础设计计算程序系统的数学模型、结构和主要特点。
Describes the mathematical model, the structure, and the main feature of the program system for DE - signing pile foundations of highway Bridges developed by author.
本文在对奉化桥进行动力性能测试的基础上，以新出的《公路桥梁抗震设计细则》为依据，对奉化桥的抗震性能进行了评价。
In this paper, the bridge of the Fenghua the dynamic performance testing, based on the new, based on the seismic performance of Fenghua bridge was evaluated.
本文在对奉化桥进行动力性能测试的基础上，以新出的《公路桥梁抗震设计细则》为依据，对奉化桥的抗震性能进行了评价。
In this paper, the bridge of the Fenghua the dynamic performance testing, based on the new, based on the seismic performance of Fenghua bridge was evaluated.
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