归纳总结了确定嵌岩灌注桩的承载力方法。
Method of capacity of socketed piles are determined to bring together.
在岩溶发育地区，多采用嵌岩灌注桩作为桥梁基础。
Rock_socketed piles are always used as the bridge foundations in the Karst area.
钻孔嵌岩灌注桩已成为高层建筑较常用的基础形式之一。
The rock-socketed cast-in-place piles are one of the common foundation treatment methods under highrise buildings.
受三峡水位及工期制约，本工程的施工关键是嵌岩灌注桩的施工。
Restricted by the water stage of the Three Gorges and the construction period, the construction of rock-embedded piles is the key to the engineering.
当基岩抗压强度较高时，嵌岩灌注桩的承载力往往由桩身材料强度控制。
In the case when the bedrock has a rather high compressive strength, the bearing capacity of rock inlaid grouting piles depends usually on the material strength of the pile mass.
文章介绍福州港散货(河砂)码头工程装砂泊位嵌岩灌注桩施工中的难题及处理对策。
It introduces the problems during construction of the cast in situ concrete pile embedded in rocks for sand loading berth of Fuzhou Port bulk cargo (river sand) wharf and the countermeasures.
结合实测和试验资料，从理论上分析嵌岩灌注桩竖向承载力问题，及其各种影响因素。
Problem on the capacity of socketed bored piles with all manner of influence factor are analysed theoretically, on the basis of measured and test.
介绍在肇庆新港建设中，码头结构方案的选择，嵌岩灌注桩框架式码头结构设计的特。
This paper introduces the selection of wharf structural schemes and structural design characteristics of rock-socketed in-situ pile-based and truss-framed wharf in Zhaoqing New Port Project.
工程基础采用人工挖孔嵌岩灌注桩，裙楼采用预应力平板楼盖，塔楼采用钢骨混凝土结构。
Artificial pile foundation set into rock, skirt building with prestress plane floor and tower building with steel reinforced concrete (SRC) structure are adopted in the project.
当地下条件较好时，人工挖孔桩通过合理的简化，可将其嵌岩灌注桩物理模型简化为端承桩，暂不考虑上部桩周土摩阻力。
If the geology condition is better, the physical model of man_dug pile can be regarded as end_bearing pile by reasonable simplification without considering the friction resistance of the soil.
泥浆护壁钻孔灌注桩的嵌岩深度的控制值问题目前尚未明确。
The proper control value of embedded depth in rock of slurry drilled pile, so far has not been determined.
对于非嵌岩人工挖孔灌注桩，本文提出根据土质条件多节扩头，即沿桩身设置若干个嵌坎的设想，对于提高单桩承载力，具有显著的技术经济效果。
In this paper, a new idea of increasing the load - bearing capacity of single pile is presented for non -rock -inlaid manual digging pile.
对于非嵌岩人工挖孔灌注桩，本文提出根据土质条件多节扩头，即沿桩身设置若干个嵌坎的设想，对于提高单桩承载力，具有显著的技术经济效果。
In this paper, a new idea of increasing the load - bearing capacity of single pile is presented for non -rock -inlaid manual digging pile.
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