1) foundation coefficient m method
地基系数m法
2) foundation coefficient "m-k"method
地基系数"m-k"法
1.
Usually,a stabilizing pile is divided into two segments:the loaded segment and anchored segment in calculating its internal forces by using the calculation tables according to the traditional elastic foundation coefficient "m-k"method.
传统的弹性地基系数“m-k”法在计算抗滑桩内力时,需分受荷段和锚固段分别查表计算,不但计算过程繁琐,容易出错,而且受查用表格中各系数截断误差的影响,常使计算结果出现某些误差,以致出现与边界条件不相一致的现象。
3) foundation coefficient "m" method
地基系数"m"法
1.
The calculation tables need to be used when the internal forces of stabilizing piles are calculated according to the traditional elastic foundation coefficient "m" method.
传统的弹性地基系数“m”法在计算抗滑桩或其他横向受荷桩内力时 ,由于需查表手算 ,不但计算过程繁琐 ,容易出错 ,而且受查用表格中各系数误差的影响 ,常使计算结果出现不同程度的误差 。
4) 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。
5) Winkler foundation method
地基反力法(m法)
6) elastic foundation "m" method
弹性地基"m"法
补充资料：采用强夯法进行机场停机坪软土地基加固
采用强夯法进行机场停机坪软土地基加固
采用强夯法进行机场停机坪软土地基加固 I
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