1) fundamental semigroup
基础半群
2) Fundamental regular semigroup
基础正则半群
3) mass foundation
群众基础
1.
The philosophical thinking of enlarging class foundation and mass foundation of CPC;
增强党的阶级基础和扩大党的群众基础的哲学思考
2.
At the preliminary stage of socialism,the undertakings led by the Chinese Communist Party need steady development,and so do the Party′s theoretic,class and mass foundations.
我国处于社会主义初级阶段,中国共产党领导的事业需要不断发展,党的理论基础、阶级基础和群众基础也需要不断开拓。
3.
The construction and the cause of the Party can develop successfully by constantly enhancing the Party s class base to maintain the advanced nature and purity of the Party, and enlarging its mass foundation to strengthen the typicality and universality of the Party and constantly strengthen the Party s social influence.
中国共产党的一条重要的历史经验是 :既不断增强党的阶级基础 ,保持党的先进性和纯洁性 ,又扩大党的群众基础 ,增强党的代表性和广泛性 ,提高党的社会影响力 ,党的建设和事业才能顺利前进。
4) group piles foundation
群桩基础
1.
In light of the technical difficulties existed in deepwater large-diameter super-long group piles foundation,the article discusses the mechanism of improving the pile end s bearing capacity by pile bottom grouting,introduces the technology,materials and construction process of pile bottom grouting,and analyzes its effect,in order to promote the application of pile bottom post-grouting technology.
针对深水大直径超长群桩基础存在的技术难题,探讨了桩底注浆提高桩端承载力的机理,详细地介绍了桩底注浆工艺、桩底注浆材料及施工过程,对桩底注浆效果进行了分析研究,以促进桩底后注浆技术的应用。
5) group pile foundation
群桩基础
1.
Based on a special shaped single pylon cable-stayed bridge on the foundation of group piles, the program for FEM calculation is adopted for dispersion of the beam grillage system at the footing and for structural analysis and calculation of the group pile foundation.
以某异形独塔斜拉桥的群桩基础为背景,采用有限元计算程序,对承台进行梁格系的结构离散,对群桩基础进行结构分析计算,并将计算结果与传统的在刚性承台假设下的计算作比较。
2.
Through centrifugal model tests respectively made for 18 and 64 piles of group pile foundations,the load-settlement curves and pile shaft axial force distribution are obtained.
通过18根和64根群桩离心模型试验,获得了荷载~沉降关系曲线、桩身轴力分布,研究了在竖向荷载作用下超大型群桩基础的承载变形特性和群桩效应,分析了桩身轴力分布、桩顶荷载分布等变化规律。
3.
Further,taking the pier supported by group pile foundation as a spatial system, the paper developes a three dimension analysis program to compute the natural frequency of the system which is computationally feasible for various practical cases.
基于悬臂杆自振频率计算原理，推导了桥墩自振的当量质量，并在此基础上，将群桩基础桥墩作为一个空间整体，研制了更能反映实际情况的群桩基础桥墩自振频率三维计算程序，其计算结果与实测值吻合较好。
6) pile group foundation
群桩基础
1.
Numerical analysis on post-construction settlement of pile group foundation for Taizhou Yangtze River Bridge
泰州长江大桥群桩基础工后沉降数值分析
2.
Seismic simulation and analysis of bridge in the deep water pile group foundation under Airy waves
Airy波作用下深水桥梁群桩基础地震模拟分析
3.
The Mechanical analysis of the pile group foundation of a continuous frame bridge were conducted with a ANSYS soft,which is a Large General soft on FEM(Finite Element Method).
采用大型通用有限元软件ANSYS进行连续刚构桥群桩基础有限元数值模拟分析,得出变形规律和应力特征,为设计和施工提供了依据。
补充资料：经济基础(见经济基础与上层建筑)
经济基础(见经济基础与上层建筑)
economical basis
J ingji Jiehu经济基础与上层建筑。(eeonomiealbasis)见经济基础
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