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1)  pipe pile
管桩
1.
Propagation characteristics of transient waves in low strain integrity tests on cast-in-situ concrete thin-wall pipe piles;
现浇薄壁管桩低应变反射波法检测时瞬态波传播特性研究
2.
Analytical solution of dynamic response of cast-in-situ concrete thin-wall pipe piles under transient concentrated load with low strain;
现浇薄壁管桩在低应变瞬态集中荷载作用下的动力响应解析解
3.
Study on the treatment of floating of static pipe piles;
静压管桩挤土浮桩判断与处理方法研究
2)  tubular pile
管桩
1.
Key points of quality management in the production of tubular pile as well as the suggestion on the establishment of industry supervision;
管桩生产的质量管理重点与建立行业监管的建议
2.
Technology and application of tubular piles back grouting
管桩桩底注浆技术及其工程应用
3.
Soft soil foundation reinforced by tubular pile is a type of rigid cushion composite foundation under flexible base,and it is different from flexible cushion composite foundation under rigid base.
管桩加固软土地基作为一种新型的软土路基的加固形式,是一种柔性基础下刚性垫层的复合地基,与承台下柔性垫层复合地基存在较大差异,在设计中存在对其工作性状认识不清的情况。
3)  tube pile
管桩
1.
Causes of breakage of tube pile and practical study on rectification-joining method;
管桩断裂的原因分析及纠直接桩法的实践研究
2.
An application of sinking Pile of dilling to lead the hole in solving the broken pile of the tube pile;
钻导孔沉桩在解决管桩断桩中的应用
3.
Due to the difficulty of construction quality control,application of tube pile foundation has been restricted in limestone zone.
在灰岩等特殊地质中,因施工质量控制难度大,管桩基础的应用受到限制,可在设计和施工中采用静压管桩,并准许有一定比例的断桩,以及控制终压压力、改变承载力取值模式等方法,达到预防断桩、降低断桩率的目的。
4)  pile [英][paɪl]  [美][paɪl]
管桩
1.
Introduction to building material standard of silica powder for prestressed spun high strength concrete pile;
建材行业标准《预应力高强混凝土管桩用硅砂粉》简介
2.
On technical regulation for DBJ 04-273-2009 prestressed concrete pile foundation
DBJ 04-273-2009预应力混凝土管桩建筑桩基技术规程
3.
The settlement behavior in open-end and close-end piles was discussed in this paper based on the force-settle-ment test with eight specimens.
通过在对8根预应力敞口管桩与闭口管桩的荷载-沉降试验,对比分析研究了敞口管桩与闭口管桩的沉降特性,并得出在桩顶荷载达到第3级荷载之前,两种桩的沉降几乎相同,随着继续加载,闭口管桩沉降与开口桩相比,沉降速度减缓,在达到管桩单桩极限承载力之前,闭口管桩沉降仅为敞口管桩的30%~50%左右。
5)  pipe piles
管桩
1.
Dynamic and static comparative analyses of settlements of overlength PHC pipe piles;
超长PHC管桩桩顶沉降特性的动静对比分析
2.
Based on the field tests data of five pipe piles, this paper studies mathematically the relationship between pile peak loads and pile peak settlement, as well as the bearing behavior of steel pipe piles in terms of the relationship between pile shaft compression and pile peak loads.
基于5根桩现场试验资料的分析,对表征管桩承载性状的桩顶荷载-桩顶沉降曲线、桩身压缩-桩顶荷载曲线进行了数学描述。
3.
To reveal the performance of the large-diameter pipe piles under lateral loads,the nonlinear beha-vior of soil as well as the contact behavior of the pile-soil system are considered.
为了进一步了解大直径管桩在水平力作用下的工作性状,文中基于有限元方法对水平承载桩的受力变形进行了模拟分析,考虑到土体的非线性因素以及桩-土界面的接触特性,引入了界面接触单元,利用惩罚函数的算法对其工作性状进行了综合分析,并分析了在分级加载作用下的桩身内力的分布模式和变化规律。
6)  sinking of tubular pile
管桩沉桩
补充资料:桩管
1.储存保管。
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