地基系数 meaning in Chinese
bedding value
beddingvalue
coefficient of soil reaction
coefficient of subgrade reaction
foundation coefficient
foundation modulus
ground coefficient
ratio of floor loading
Examples
- The analytical and numerical solutions of the established mathematical model have been achieved . in the whole paper , two - parameter method is employed to calculate the coefficient of subgrade reaction or subgrade modulus
本文将双参数法引入到土抗力模数或地基系数的计算中，并贯穿到整个结构计算中。 - Finally , the design and calculation method of prestressed anchor cables of anti - slide piles is studied . on basis of foundation coefficient method and finite element method , the anti - slide piles are dispersed to be rod element
最后,基于地基系数法和有限杆单元法,建立了预应力锚拉抗滑桩分析计算模型,并编制了计算程序。 - Secondly , the foundation coefficient method , which is the calculation method of anti - slide piles , is simulated by finite element method . the large scale finite element software ansys is adopted to establish finite element model of anti - slide piles and prestressed anchor cables
其次,对现行的抗滑桩计算方法的地基系数法进行有限元模拟,使用大型有限元软件ansys ,建立抗滑桩和预应力锚索的有限元模型,利用弹簧模拟岩土体对桩的作用。 - Besides experiments , the present domestic and abroad study on anti - slide pile is mainly analysis by traditional cantilever beam method , foundation coefficient method and elastic mechanic method . on the basis of previous studies , this paper carries out a research on relevant design and calculation theory about anti - slide piles , comprising the interaction between anti - slide piles and rock and soil of side slopes , the soil arching model of anti - slide piles and the internal stress calculation method of prestressed anchor cables
目前国内外对抗滑桩的研究,除试验研究外,主要采用传统的悬臂梁法、地基系数法及弹性力学方法来进行分析。本文在前人的研究基础上,通过对抗滑桩相关设计计算理论进行研究,包括抗滑桩与边坡岩土体的相互作用,抗滑桩的土拱效应模型以及抗滑桩预应力锚索的内力计算方法进行分析。 - This paper deals with seismic analysis of an immersed tunnel using the travelling wave method the objective of the analysis is to obtain the maximum stresses in the tunnel body and the relative displacements at the joints for design purpose in analysis ， the axial and transverse input waves are treated as two independent waves with different amplitudes and periods the method has been found to have the advantages of simplicity and clearness in physical concepts however ， reasonableness of the prediction by the method depends largely on the input data ， such as the wave amplitude ， the wave length ， the propergation speed of the travelling wave as well as the reaction coefficient of the ground thus ， determination of the input data is discussed in detail finally ， the method is applied to analysis of huangsha - fangcun immersed tunnel across the pearl river in guangzhou
将行波法应用到刚度较大、分段较多的水下沉管隧道的地震分析中，提出把轴向、横向两个输入波处理为两个独立的行波的方法行波法是否符合实际，与输入地震波的有关参数及地基系数选取有很大关系，作者对此进行了比较深入的讨论，使输入参数的选取简单、明确，便于对计算结果进行分析与判断最后应用此法对珠江水下隧道的工程实例进行了计算