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- Furthermore, a mass of numerical calculations of the internal force of pile group under different magnitude and obliquity loads is made by the program. 此外，采用本文程序对不同荷载量级及倾角下群桩基础的内力进行了大量的数值计算。
- According to the laboratory measurements of velocity and water level which were obtained before and after seting up of pile group. 通过对河道修建高桩码头前、后的流速分布及水位试验分析得出:随着桩群长度的增加,同一根垂线上的流速分布趋于均匀。
- Thereinto, the factor of the form of collocating steel affecting the ultimate loads of pile cap is distinct and can not be ignored. 从承台的荷载与混凝土应变关系曲线，厚承台受力超过弹性阶段后的变形规律可以看出，平均应变平截面假定在厚承台中是不成立的。
- The suitability of the models was examined by simulated load test of pile group of 4 piles model. 对4桩基础模型试验结果进行了拟合分析，验证了计算模型的适用性；
- Creep reduction factor of geosynthetics 土工合成材料的蠕变折减系数
- reduction factor of soil strength 强度折减系数
- It was mentioned that pile group could be comprised of piles with various lengths, radiis and stiffness modulis.Raft with any shape and depth could be studied accurately. 该方法可以分析由任意桩长、桩半径和刚度特性的桩群以及任意厚度和几何外形的筏板组成的竖向受荷桩筏基础。
- This matrix could be used to analyze both displacement and shear force along the depth of piles in long-short pile group without discretization of the soil or piles. 应用该方法时,桩体不需要划分单元,而且对于不同长度的桩组成的群桩基础具有分析过程的不变性和最终刚度矩阵大小的不变性。
- The irreducible tensor basis method was used to calculate the irreps of SO(N) and the basic tensor type reduction factors of the irreps in the reduction SO(N)?SO(N-1). 利用不可约张量基方法 ,得到了正交李代数 SO(N)的不可约表示和 SO(N) SO(N- 1)张量型基础约化因子的解析表达式 ,并在此基础上编制了相应的 Mathematica计算软件。
- Abstract:Moments on basement foundation beams considering rigid zone of pile caps and pulling resistance of piles are analyzed.Reduction factor of midspan moment is gained. [提要]在考虑地下室基础承台刚域及抗拔桩布置的情况下，对基础梁的弯矩计算进行分析推导，得出了跨中弯矩的折减系数计算公式。
- Analysis of Pile Group Effect Under Lateral Loading 横向荷载群桩效应分析
- The determinate factor of our economy is to control inflation. 我们经济的决定性因素是控制通货膨胀。
- On load displacement characteristics of pile group 群桩荷载位移特性研究
- Time Effect on the Settlement of Pile Group 桩基沉降的时效分析
- Proved the appearance of the efficiency of pile groups and together got thecharacter of the changing of Ux,Uy and Sx by comparing with the four modelsmentioned above. 通过单桩-土体模型分别与两桩-土体模型和三桩-土体模型 Ux、Uy、Sx的对比,证明了群桩效应的产生,并得到了群桩 Ux、Uy、Sx的变化特点;
- This is the basic factor of the advance in price. 这就是涨价的基本原因
- Another social factor of significance is education. 另一个积极的社会因素是教育。
- Study on Load Carrying Behavior of Pile Group Based on Tests 基于试验的群桩基础承载性状研究
- If X is doubled, Y is increased by a factor of 4. 若X增加到两倍，则y增加到四倍。
- Development in study of pile group subjected to lateral loads 承受水平荷载群桩研究进展
