1) 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。
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) 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
5) foundation coefficient m method
地基系数m法
6) ground coefficient
地基系数
1.
Ground cofficient K_(30) and compaction coefficient K are used for evaluating filled-soil compaction quality based on practice and ground coefficient K_(30) value for evaluating filled-soil compaction quality is given based on in-situ detection.
结合路基填土压实质量评定,通过现场K30测试,认为以地基系数K30与压实系数K综合评定路基填土压实质量是可行的,并且得出了评定填土压实质量的K30指标。
2.
Under different compaction conditions,the ground coefficient K 30,degree of compaction K(or void ratio n) and dynamic deformation modulus E vd are tested.
本文选择有代表性的9种填料进行大型室内填筑试验,在不同压实条件下测试地基系数K30、压实度K(或孔隙率n)、动态变形模量Evd。
3.
This paper introduces the testing principles and calculation methods of deformation modulus Ev2 and ground coefficient K30,and through the comparison of the testing methods and the contrast of testing data between Ev2 and K30,proves that scientific and rational supervision and testing methods are the important measures for guaranteeing the roadbed construction.
简要介绍了地基系数K30和变形模量Ev2的测试原理与计算方法,通过Ev2与K30试验方法的比较和试验数据的对比,证明了科学、合理的监控检测方法是保证路基施工的重要措施。
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