1) cast-in-situ rock-socketed piles with highrise pile cap
高承台嵌岩灌注桩
1.
Buckling analysis of cast-in-situ rock-socketed piles with highrise pile cap under complicated subgrade reaction modulus;
复杂地基反力模式下高承台嵌岩灌注桩的屈曲稳定分析
2) rock-socketed cast-in-place pile
嵌岩灌注桩
1.
Researches on lateral support behavior of large diameter rock-socketed cast-in-place piles at river port by laboratory model test;
内河港口大直径嵌岩灌注桩横向承载性能室内模型试验研究
2.
Bearing behavior experiment of large diameter rock-socketed cast-in-place piles;
大直径嵌岩灌注桩承载力的试验研究
3.
Based on the field static load experiment, the strain test and low strain integrity test on the large diameter rock-socketed cast-in-place piles,the bearing capacity of the large diameter rock-socketed piles in the area where the filling soil is very deep and its effect factors have been studied.
通过对大直径嵌岩灌注桩的竖向、水平静载现场试验 ,并结合对其桩身的应变测试、低应变桩身完整性检测 ,分析了填土较厚区域大直径嵌岩灌注桩的承载力性状及其影响因素。
3) cast-in-situ rock-socketed piles
嵌岩灌注桩
1.
To discuss the behavior of initial post-buckling of cast-in-situ rock-socketed piles widely used in bridge engineering,the total potential energy equation of the pile-soil system was first obtained from the simplified beam model on elastic foundation and corresponding flexure function of the pile shaft.
为了探讨桥梁工程中广泛使用的嵌岩灌注桩的初始后屈曲性状,先基于弹性地基梁理论假定桩身后屈曲分析模型与相应的桩身挠曲位移函数,由此建立桩土体系的总势能方程;然后采用扰动法,基于能量原理导得不同约束情况下桩顶临界荷载的变化式,并据此讨论了桩土刚度比、桩身埋置率及桩顶自由长度等对桩身后屈曲性状的影响规律。
2.
The large diameter cast-in-situ rock-socketed piles have been used more and more on the constructural design of high-rise buildings .
大直径嵌岩灌注桩在我国高层建筑设计中愈来愈多地被应用。
4) rock-socketed filling pile
嵌岩灌注桩
1.
The analytical method of load transfer is adopted to study the load transfer mechanism of rock-socketed filling pile in this paper.
以荷载传递解析法研究嵌岩灌注桩桩周及桩底荷载传递性状,并针对实际工程中桩周土体的加工软化和加工硬化型土的不同情况,建立了各种土体与岩层的荷载传递统一模型。
5) cast-in-place piles embedded rock
嵌岩灌注桩
1.
The cast-in-place piles embedded rock are one of the foundation treatment methods in present buildings.
嵌岩灌注桩是当前较常用的基础形式之一 ,但其理论分析、试验和测试研究远不能适应工程应用的需要。
2.
At first, the bearing mechanism of cast-in-place piles embedded rock is briefly analysesed.
首先对嵌岩灌注桩的承载机理进行了简要分析,提出应以变形和承载力作为双重控制指标进行该种桩型的设计和计算;其次对于强、中风化程度软质岩系的岩土工程勘察若干问题进行了讨论,结合地区经验给出了一些经验关系供参考;同时文中还介绍了一些工程计算实例。
6) bored pile embedded rock
嵌岩灌注桩
1.
The research of design problem of bored pile embedded rock in Guangzhou area;
广州地区嵌岩灌注桩设计问题研究
2.
On application research of bored pile embedded rock in intensifying and maintenance project in wharf
嵌岩灌注桩在码头加固修复工程中的应用研究
补充资料：桩承台
简称承台，是组成桩基础的结构构件，在桩顶将桩群连接成整体，支承作用在桩基上的荷载并传递给桩和地基。桩承台的平面形状取决于桩的布置情况，通常做成矩形或条形。码头、桥梁等构筑物的桩基，桩顶往往高出地面或河底。这种桩称为高桩，其承台称为高桩承台。工业和其他民用建筑物的桩基，桩顶则往往低于地面，这种桩称为低桩，其承台称为低桩承台。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条