1) method of coefficient of subgrade reaction
地基反力系数法
1.
On the basis of computed results of slide-resistant piles with the method of coefficient of subgrade reaction, some curves of transmission coefficient of slide-resistant piles under loads are given.
以温克勒 (Wenkler)理论为基础 ,对抗滑桩在土中的受荷机理进行了较为全面的分析 在此基础上 ,利用地基反力系数法对其进行计算 ,绘出桩的受荷传力系数曲线图并得出一些有益结论 ,供工程技术人员参
2) Coefficient of subgrade reaction
地基反力系数
1.
The influence of the coefficient of subgrade reaction on the results was discussed,and the method to choose the value of the coefficient was established.
提出了分析堆载对邻近桩基影响的简化弹性地基梁模型,并针对实际工程,与二维有限元计算结果进行对比,分析了该方法的可行性,讨论了地基反力系数对计算结果的影响,确定了地基反力系数的取值方法。
3) coefficient of horizontal reaction force of foundation
地基水平反力系数
4) non-linear elastic horizontal foundation coefficient
非线弹性地基反力系数
5) Winkler foundation method
地基反力法(m法)
6) foundation coefficient method
地基系数法
1.
Directing toward the flow design of cantilever anti-slide piles,the thesis which is based on foundation coefficient method and finite element method mainly analyzes service behavior influences by changing several design parameters,such as cross-section type,cross-section size,range interval,strength of rock mass in anchorage zone,bedded length,and so on.
针对当前悬臂式抗滑桩设计计算的流程,结合地基系数法和有限单元法,以改变设计参数为研究手段,重点分析了桩截面类型、桩截面几何尺寸、桩间距、锚固段岩土体强度和嵌入深度对悬臂式抗滑桩工作性能的影响。
2.
With the calculation models, Mmax and Qmax of two types of stabilizing pile can be get by foundation coefficient method.
通过将一组下沉式模型实验数据按照比例扩大到实际大小,建立计算模型,再利用地基系数法计算出桩身上的最大剪应力和最大弯矩。
3.
Based on the principle of the foundation coefficient method in calculating the internal forces of the ordinary antislide pile,the finite difference method is presented to calculate the internal forces of the whole prestress-anchored antislide pile.
基于普通抗滑桩内力计算的地基系数法原理,提出了计算预应力锚固抗滑桩全桩内力的有限差分法,详细推导了有关的计算公式。
补充资料：法克森曳力系数
分子式：
CAS号：
性质：指穿过润胀的渗透膜时受阻扩散速率的力。穿过润胀的渗透膜时受阻扩散速率与不受阻扩散速率的比值，称为曳力系数。亦称法克森曳力系数。
CAS号：
性质：指穿过润胀的渗透膜时受阻扩散速率的力。穿过润胀的渗透膜时受阻扩散速率与不受阻扩散速率的比值，称为曳力系数。亦称法克森曳力系数。
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