1) long piles
深长桩
1.
Calculating method of settlement of single piles based on energy conservation law was specified firstly which was used as a tool to analyze the effects of length,diameter,elastic modulus of piles and shaft resistance of surrounding soils on distribution characteristics of axial force and shaft settlement of long piles.
分别计算不同桩长、桩径、桩体弹性模量、桩侧极限摩阻力条件下深长桩桩身轴力和桩身沉降的分布特点,探讨各参数变化对深长桩力学性态的影响。
2.
Along with the rapid development of city and transportation construction in recent years,long piles have been widely used under the condition that the load of superstructure is be-coming heavier and the permissible settlement is smaller.
近年来,城市及交通建设发展迅速,随着上部结构荷载的增大及容许沉降的减小,深长桩的应用越来越广泛。
2) deep long pile
深层长桩
3) deep-drawn cast-in-place pile
深长灌注桩
1.
This paper introduced several different processing methods for different kinds of broken piles and especially stressed how to deal with deep underground broken pile of deep-drawn cast-in-place pile of highway bridge using original position processing technology of hammering the center,which could be referred.
介绍不同情况下断桩出现的不同处理方法,重点阐述了穿心锤击法原位处理高速公路桥梁深长灌注桩地表下深处断桩问题。
4) deep and long friction pile
深长摩擦桩
1.
Based on Mindlins solution of displacement, an elastic (solution) of the lateral frictional resistance for deep and long friction pile is derived.
本文对Oden等提出的非局部摩擦模型进行了修正,并利用Mindlin问题的位移解导出了深长摩擦桩侧阻力的弹性解,对深长摩擦桩进行非局部摩擦分析,将所得的侧阻力与局部摩擦下的侧阻力进征比较,结果表明是合理有效的。
5) deep-length rock-socketed pile
深长嵌岩桩
1.
8 m diameter rock-socketed pile of Xihoumen Bridge,the exertion behavior of the side resistance and base resistance of the large-diameter and deep-length rock-socketed pile is analyzed.
8 m直径嵌岩桩静载荷试验和应力测试结果,分析了大直径深长嵌岩桩侧摩阻力和桩端阻力的发挥特性,结果表明,在桩侧桩端岩石强度较高的条件下,侧摩阻力和端阻力在桩岩相对位移和桩端位移很小变位下就能够发挥出较高的水平。
6) long-short-composite cement deep mixing pile
长短深层搅拌桩
1.
As the engineering background in HuiZhou,this paper gave an analysis of soil improved by long-short-composite cement deep mixing pile and discussed some key questions of this method.
以惠州一建筑工程为例,分析了新规范下长短深层搅拌桩在高层建筑中的应用,对影响深层搅拌桩在高层建筑中应用的几个关键问题进行了论述,并采用Ansys系统对桩体的受力进行了分析,并讨论了垂直荷载沿桩体的分布规律。
补充资料：深长
1.长远;深远。 2.精深。 3.长。 4.浓郁。
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