1) elastic foundation method
弹性地基法
1.
Due to the characters of clear physical meaning and simpleness,elastic foundation method is applied to deep foundation pit design widely.
弹性地基法具有概念清晰、过程简单等优点在深基坑设计中广为运用,合理选择土体水平基床系数是弹性地基法的关键因素。
2) elastic foundation "m" method
弹性地基"m"法
3) elastic subgrade reaction method
弹性地基反力法
1.
An elastic subgrade reaction method considering nonlinear interaction between protection-structure and soil for deep excavations;
深基坑支护结构—土非线性共同作用弹性地基反力法
2.
In excavation engineering,the horizontal coefficient of subgrade reaction is irrelevant to horizontal displacement of retaining structures in the elastic subgrade reaction method.
针对弹性地基反力法中没有考虑地基土的水平基床系数随围护墙水平位移而变化的问题,根据基坑工程中土抗力与支护结构位移之间的非线性共同作用,建立了一个非线性土抗力模型。
4) beam on elastic foundation method
弹性地基梁法
1.
In this paper, the pipe joint mechanical model and beam on elastic foundation method are put forward according to the characteristic of curve pipe jacking engineering, then they are used to calculate and analyze the jacking force, joint stretching value, pipe internal force, earth resistance and the stability of earth.
针对曲线顶管工程的特点 ,通过建立管节 -接头力学模型及弹性地基梁法 ,对顶管施工的顶力、管接头张开量、管段内力、土体抗力及土体的稳定性等进行了计算与分析 ,研究成果在大口径小半径曲线顶管施工实践中的成功应用 ,证明其对今后同类工程具有较好的指导意义和实用推广价
2.
Based on the beam on elastic foundation method,a new calculation model for a double-row piles retaining structure is proposed.
考虑了土压力的空间效应,分析并计算了冠梁对双排桩支护结构的变形协调作用;考虑了滑移面和排距对作用在前后排桩上的土压力的影响,在弹性地基梁法的基础上,提出了一种新的双排桩支护结构设计计算模型。
3.
Based on the beam on elastic foundation method, a n.
基于弹性地基梁法的基本思想,提出了一种双排桩支护结构设计计算理论模型;利用该模型对河北邯郸市某双排桩深基坑支护结构进行了理论计算,并将计算结果与工程实测资料进行了对比分析。
5) elastic foundation beam method
弹性地基梁法
1.
Based on the result of elastic foundation beam method and FEM method,the mechanics of the piles in the groin is studied.
排桩式丁坝是一种新型的水工结构,利用弹性地基梁法和自编的有限元程序计算分析了涌潮作用下的钱塘江排桩式丁坝的内力,研究分析了排桩式丁坝在涌潮作用下的受力机理。
2.
The elastic foundation beam method has some merits such as easy calculation pattern and definite model and m-method is fit to practical situation, so it is used comprehensively and welcome by constructors,thus m-method is recommended by many Codes.
软土地区的深基坑支护结构设计是一个十分复杂的工程问题,由于弹性地基梁法具有计算模式明确、计算过程简单的优点,尤其是m法较符合软土基坑工程的实际情况,因而受到广大工程设计人员的欢迎,大多规范也推荐此法。
6) elastic foundation
弹性地基
1.
The mode and nature frequency of pinned-pinned pipes conveying fluid with elastic foundations;
弹性地基两端铰支输流管的模态和固有频率
2.
Analysis of rockburst in narrow coal pillar by fold catastrophe theory on the condition of elastic foundation;
弹性地基条件下狭窄煤柱岩爆的突变理论分析
3.
An interactive method for bending problems of thin plate on elastic foundation with local point supporting;
含局部支承弹性地基板弯曲问题的迭代解法
补充资料:弹性
分子式:
CAS号:
性质:除去导致变形的负荷以后,材料迅速回复其原来尺寸和形状的能力。当变形与所加负荷成正比时,该材料被认为是虎克弹性体或理想弹性体。应力和应变不满足线性关系,但仍保持单值关系称非线弹性。加载后经过一定时间后应力和应变才满足线性关系称滞弹性。
CAS号:
性质:除去导致变形的负荷以后,材料迅速回复其原来尺寸和形状的能力。当变形与所加负荷成正比时,该材料被认为是虎克弹性体或理想弹性体。应力和应变不满足线性关系,但仍保持单值关系称非线弹性。加载后经过一定时间后应力和应变才满足线性关系称滞弹性。
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