foundation coefficient K30 地基系数K
foundation coefficient method 地基系数法
lateral foundation coefficient 侧向地基系数
horizontal foundation coefficient 水平基床系数
foundation coefficient m method 地基系数m法
coefficient of foundation ditch's rebound 基础回弹系数
For example foundation coefficient method simplifies complicated factors such as interaction between soil and pile as pure foundation coefficient through winkler assumption.
如地基系数法把土体对桩的作用等复杂因素，通过文克尔假定简化成单纯的地基系数作用于桩上。
参考来源 - 抗滑桩优化设计与滑坡治理有限元分析Referencing the "Foundations of the Highway Bridge Design Specification " (TJT 024-85) , m equal 30MN/m~4 including to hard or semi-hard clay, coarse sand foundation coeffici -ent, and m equal 110 MN/m~4 including to compact sand-cobble,cobstone foundation coefficient.
对照《公路桥涵地基与基础设计规范》(TJT024—85)，m=30MN／m~4属于坚硬半坚硬粘性土、粗砂的地基系数范围；m=110MN／m~4属于密实卵石夹粗砂、密实漂卵石的地基系数范围。
参考来源 - 昔格达岩层中灌注桩的横向承载特性研究·2,447,543篇论文数据，部分数据来源于NoteExpress
By elastic foundation coefficient method, this paper calculated lateral stress that elastic pile ACTS on surrounding rock soil.
用弹性地基系数法，计算了弹性桩作用于桩侧岩土体的应力。
But generally speaking, the method of the calculation for the anchor pile design is the combination of elastic foundation coefficient and single parameter.
但是对于锚索桩的设计计算大都采用的是弹性地基系数和单参数相结合的方法。
Some problems are pointed out when traditional foundation coefficient method is applied to the calculation of internal forces of stabilizing piles in rock masses.
指出抗滑桩内力计算的传统方法之地基系数法应用于岩体抗滑桩时，存在的一些问题。
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