1) adjacent pile?box foundation
相邻桩箱基础
1.
The interaction of adjacent pile?box foundations with soil is studied in the paper.
根据分层地基上相邻刚性基础共同作用的分析方法 ,进一步提出了相邻桩箱基础共同作用的分析方法。
2) pile-box foundation
桩-箱基础
1.
After surveying the data on the resistance of soils under pile-box foundation of certain skyscraper in Chongqing, some conclusions are drawn.
通过分析重庆某高层建筑桩-箱基础底部土体所受压力的实测资料,得出箱基底板土体受到的压力随着施工加载呈始快后慢再趋稳定的增长态势;底板土体所受压力在荷载重心区域大,四周区域小;沿纵向轴线和横向轴线都呈现双反拱形。
2.
To study pile-box foundation interaction under highrise buildings on Shanghai soft soil, field measurements are reported for a 24-storeyed building on box foundation with 233 precast concrete piles, including settlement and bearing pressure at different points of the box foundation, and load on head of piles.
为了研究在上海软土地区上高层建筑桩－箱基础共同作用机理，本文对一高层建筑桩－箱基础进行了原位测试及共同作用分析。
3) pile-box foundation
桩箱基础
1.
Numerical simulation of high-rise building with pile-box foundation on deep soft soil deposits;
深厚软弱地基上桩箱基础高层建筑地震反应特性数值模拟
2.
In-situ test and analysis of interaction between tall building and pile-box foundation;
高层建筑桩箱基础共同作用现场测试分析
3.
The purpose of this paper is to discuss the influence of SSI effect to pile-box foundation frame and shear wall high-rise building built on deep soil sites, high-rise building with two towers and adjacent double hig.
本文的目的在于探讨深厚软弱地基上SSI效应对桩箱基础高层建筑、双塔高层建筑和相邻的双幢高层建筑地震反应的影响。
4) adjacent foundations
相邻基础
1.
Influence factors of inclination in settlement joint are analyzed, in terms of two adjacent foundations interaction theory,such as location of settlement joint, width of foundation, adjacent foundations,and load eccentricity .
现根据相邻基础共同作用的理论,着重分析沉降缝位置、基础宽度、相邻基础及偏心荷载对沉降缝对倾的影响,建立相邻基础和偏心荷载作用下,不同地基上的刚性基础沉降与倾斜关系,提出通过计算基础沉降,预估相邻建筑的对倾量,进而确定沉降缝宽度的简化方法。
5) Accelerating Genetic Algorith ms
桩箱筏基础
6) piled box (raft) foundation
桩箱(筏)基础
1.
Based on the behavior of piled box (raft) foundation, we established a mathematical model for optimum design, in which genetic algorithm was applied to search the optimum solution.
基于桩箱（筏）基础的工作特征，建立桩箱（筏）基础优化设计数学模型。
2.
According to the results obtained from the theory and the practice of interaction of piled box (raft) foundation and soil un- der tall building, a control settlement theory for pile foundation design is proposed.
根据高层建筑桩箱（筏）基础与地基共同作用理论及实践的结果，提出高层建筑桩箱（筏）基础变形控制设计理论，并用于桩基础的设计。
补充资料：岩石锚桩基础
岩石锚桩基础
rock-anchor pile foundation
翼鳝蒸巍揣骗廿瓢为直接建造在鞘上的土业广触下郭以脉受较蒙耀粼翼黝…黑篙蓄粼_一姚- 径。.二-一辉_
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