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1·In this paper, the construction technology for the bored piles is presented.

介绍该钻孔灌注桩的施工工艺。

2·Property of slurry has direct impact on the bearing capacity and skin friction of bored piles.

泥浆性能直接影响钻孔桩的承载力和桩侧摩阻力。

3·It also attempts to analyse the application conditions of the deflection differentiation of bored piles.

分析桩的挠曲微分方程的应用条件。

4·This paper introduces the design treatment of karst caves at the location of bored piles at karst district.

本文就岩溶地区钻孔灌注桩处在溶洞处的设计处理作一介绍。

5·According to the depth of the circumstances of the excavation, the bored piles and soil anchor-bar are adopted.

根据周边环境的情况和开挖的深度，采用了钻孔灌注桩和土钉锚杆相结合的支护形式。

6·This flexibility means that bored piles can provide solid foundation elements suitable for almost all site conditions.

这种灵活性意味着可以提供坚实的基础钻孔灌注桩元素几乎所有网站适合条件。

7·The foundation of the pylon is composed of bored piles and separate pile caps connected with prestressed concrete tie beams.

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。

8·Based upon the construction technology of cast in place bored piles the quality control of every procedure is mainly discussed.

根据钻孔灌注桩的施工工艺，主要论述了每道工序的质量控制点。

9·Author points out that the procedure control is the foundation of construction quality for cast in place bored piles construction.

揭示了工序控制是保证钻孔灌注桩施工质量的基本点。

10·The primary goal of this research is to study the influences of different pile-tip soils on the bearing characters of bored piles.

通过模型试验研究不同桩端土对承压钻孔灌注桩承载特性的影响。