1) piles row distance
桩排距
1.
In addition, studied the influence of the piles top connection way and the piles row distance to internal forces distribution of the double-row piles, and put forward some suggestions on selecting the reasonable piles top connection way and piles rowdistance.
本文以现场监测和数值模拟分析为主要研究手段,结合现场调查和理论分析方法,研究抗滑桩与岩土体的相互作用机理,探索定量评价抗滑桩抗滑效果的方法,研究抗滑桩截面尺寸和桩间距的合理取值,分析桩项连接方式和桩排距对双排桩内力分布的影响。
2) pile spacing
桩距
1.
Reasonable pile spacing in the design of pile foundation;
桩基础设计中桩距的合理选取
2.
A theoretical criterion for judging the failure mechanism occurring below the base of pile groups is presented and the values of bearing capacity coefficients N_q and N_y which take account of the effect of rough or smooth base, pile spacing and angle of pile tip are obtained by means of an rigid-plastic model in this paper.
最后根据本文理论编制了可用于IBM-PC微机的计算和绘图软件,绘制了承载力系数与桩距、桩底楔角和基土内摩擦角等关系曲线。
3.
Anti-liquefied effect of different pile spacing foundation is explored through shaking table test,and some questions are proposed.
通过砂土的振动台模型箱试验,研究了不同桩距的碎石桩复合地基的抗液化效果,并提出了一些问题。
3) row of piles
排桩
1.
Spatial mutual deformation analysis method for row of piles of deep excavation;
深基坑排桩支护结构空间共同变形分析
2.
Authors present a composite support style consisting of composite soil nail and row of piles uniting ring inner support.
通过某大剧院深基坑工程,提出了采用复合土钉+排桩圆环内支撑的复合型支护形式,阐述了软土地区为施工便利采用挖土平台的做法,总结了设计与施工密切配合的施工经验。
3.
Practice shows that the cooperative action between row of piles and ring beam has a certain influence on the deformation and internal forces of retaining piles.
实践表明，支护排桩与圈梁之间有较好的协同作用，圈梁的空间效应对支护桩的变形和内力均有一 定的影响。
4) row-pile
排桩
1.
Application of row-pile support in the design of foundation pit for Suzhou taxation building;
排桩支护在苏州税务大厦基坑设计中的应用
2.
Based on the mechanism analysis of frost-heaving force emerging in the retaining structure with row-piles and frozen soil wall for deep foundation pit,releasing-pressure holes are used to reduce horizontal frost-heaving force.
在分析深基坑排桩冻土墙围护结构的冻胀力产生机理的基础上,提出采用卸压孔法来减小水平冻胀力。
5) soldier pile
排桩
1.
At present there were many problems in the design and application of Top-Beams as a result of inadequte study on the working mechanism and designing calculation method of top-beams in structure supported by soldier piles.
目前对排桩式支护结构中圈梁的作用机理和设计计算方法还缺乏充分研究,因而圈梁的设计与应用还存在着诸多问题。
6) piles in row
排桩
1.
Based on the analysis of a certain retaining and protecting for deep foundation excavation,several structural schemes including piles in row,bracing system,soil nailing wall and diaphragm are compared.
结合深基坑支护实例,进行了排桩、内支撑、土钉墙、地下连续墙等多种支护方案的技术、经济比较,阐述了软土深基抗土钉墙支护结构的设计方法。
2.
According to the geology and terrain, two separate subsections of support were adopted: one is piles in row with grouting-bolts; the other is slope with shotcrete and wire mesh.
武汉某地下车库基坑处于深厚淤泥中 ,采用排桩 +土层锚杆支护与放坡 +网喷分段支护方式 ,本文根据现场地质、地形条件 ,对本工程支护过程中支护桩与土体变形作了具体分析。
3.
Based on the research of the mechanism of the top beam, the optimal design of piles in row is discussed.
本文针对深基坑排桩支护桩顶圈梁设计计算中存在的问题，以桩项圈梁的作用机理为主要研究内容，分别采用传统的结构力学矩阵计算方法和有限元分析软件对排桩—项圈梁支护体系内力进行计算和分析，对桩项圈梁作用的力学机理进行了深入的研究。
补充资料：暗桩
1.植立于水中而不露出水面的木桩。
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