2) double-row pile
双排桩
1.
Numerical simulation on soil pressure of double-row pile retaining structures;
双排桩支护结构土压力的数值模拟
2.
Analysis on stressed deformation and affected factors of double-row pile retaining structure;
双排桩支护结构受力变形及影响因素分析
3.
On application of support structure with double-row pile plus monolayer support
双排桩加单层支撑支护结构在某工程中的应用
3) double-row piles
双排桩
1.
The engineering application and performance study of double-row piles supporting structure;
双排桩支护结构的工程应用与性能研究
2.
Application of double-row piles in deep softclay foundation pit;
双排桩支护结构在软土深基坑中的应用
3.
Structure design of retaining structure of double-row piles and its application for a deep foundation project;
某深基坑工程双排桩围护结构设计及应用研究
4) vertical piles
竖直双桩
1.
The Q～ S Curves was used with the Plaxis finite analysis program to estimate the vertical carrying capacity of herringbone piles and vertical piles having same pile top space between.
通过有限元计算分析,对在粘土中人字形桩和竖直双桩的抗拔与抗压承载力Q~S曲线进行了定性的比较分析,得出了在相同桩顶间距时,人字形桩抗拔抗压性能均优于竖直双桩抗拔抗压性能的结论。
5) double row piles
双排桩
1.
The analysis & application of double row piles & door structure type retaining wall in the soft soil area;
软土地区双排桩门架式挡墙的分析和应用
2.
Based on the current model of calculating double row piles, the new plane finite element model considering the pile soil interaction was presented in this paper.
本文在对双排桩现有计算模型进行分析的基础上,提出了一种新的考虑桩土相互作用的平面杆系有限元双排桩分析模型,将双排桩之间土视为薄压缩层,并以水平向弹簧模拟,可以考虑两排桩间土层分布变化、压缩性、桩间土加固等对双排桩相互作用的影响,避免对前后排桩土压力分布做出人为分配。
3.
In the light of engineering application, an analytic method on retaining structure with double row piles is proposed.
从工程实用角度出发 ,建立一个以被支挡土体假想滑裂面为分界面 ,滑裂面以上采用土拱理论 ,滑裂面以下采用土抗力法的分析计算模型 ,考虑深基坑空间效应及支护桩顶的水平圈梁作用 ,对双排桩支护结构体系进行三维分析 ,并编制了大型程序使双排桩支护结构分析计算软件化 ,算例的计算对比表明该计算方法的可行性 。
6) lime-and-flyash pile
双灰桩
1.
Taking a concrete engineering as the example,this paper introduces th e construction methods,treatment results,main materials,working mechanism,applic ation scope of the lime-and-flyash pile and its comparison with other treatmen t methods for the soft ground.
以具体工程实例,介绍了双灰桩的施工方法、处理效果、主要材料、作用机理、适用范围及其与其他软弱地基处理方法的比较。
补充资料：2,2-双氯甲基-三亚甲基-双[双(2-氯乙基)磷酸脂]
CAS：38051-10-4
分子式：C13H24Cl6O8P2
中文名称：2,2-双氯甲基-三亚甲基-双[双(2-氯乙基)磷酸脂]
英文名称：2,2- bis(chloromethyl)-trimethylene bis[bis(2-chloroethyl)phosphate]
phosphoric acid, 2,2-bis(chloromethyl)-1,3-propanediyl tetrakis(2-chloroethyl)
2,2-bis(chloromethyl)trimethylene bis(bis(2-chloroethyl)phosphate)
2,2-bis(chloromethyl)-1,3-propanediyltetrakis(2-chloroethyl)phosphate
分子式：C13H24Cl6O8P2
中文名称：2,2-双氯甲基-三亚甲基-双[双(2-氯乙基)磷酸脂]
英文名称：2,2- bis(chloromethyl)-trimethylene bis[bis(2-chloroethyl)phosphate]
phosphoric acid, 2,2-bis(chloromethyl)-1,3-propanediyl tetrakis(2-chloroethyl)
2,2-bis(chloromethyl)trimethylene bis(bis(2-chloroethyl)phosphate)
2,2-bis(chloromethyl)-1,3-propanediyltetrakis(2-chloroethyl)phosphate
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