English translation for "deformation modulus"
|
- 变形模量
变形模数
Related Translations:
- Example Sentences:
| 1. | Volumetric deformation modulus
体积变形模量 | | 2. | The back analysis of comprehensive deformation modulus of expressway roadbed by finite element method
高速公路路基综合变形模量的有限元反演分析 | | 3. | Finally , the strain composed method to calculate the settlement of the composite foundation was put forward when the pile - soil deformation harmony is discussed in the process of analysis of deformation modulus
最后，通过分析复合地基变形模量随荷载变化规律，深入探讨桩土变形协调关系，提出了碎石桩复合地基沉降计算的应变合成法。 | | 4. | Abstract : the strength of reinforced soil is much influenced by deformation modulus and reinforced direction . a research and analysis of theory for this two factors by experiment is made . and some reference value for the application of structure of reinforced soil is given
文摘:筋材的变形模量和布筋方向对加筋土强度有很大的影响，在这两方面进行的试验研究与理论分析，对加筋土结构的应用具有一定的参考价值。 | | 5. | Through a lot of test pile material , this essay concludes the vertical bearing capacity calculation formula of man - made pile with bulb shaped base by strength theory and relative deformation as control criterion . the method of defining pedestal pile foundation deformation modulus is especially discussed in this article , and it takes the mindlin solution as the starting point using mathematics method to get the poisson ' s ratio ( u ) which is the factor influencing foundation soil deformation modulus , and a deformation modulus calculating equation is finally determined
本文通过大量试桩资料和有限元计算分析，给出了以强度理论和相对变形为控制标准的人工挖孔扩底桩竖向承载力计算公式。其中特别论述了扩底桩地基变形模量的确定方法，并从mindlin解出发利用数学方法得出了影响地基土变形模量大小的因素?泊松比，初步确定了比较完善的变形模量计算公式。 | | 6. | In this paper , depending on the enormous 356 pile testing date detailed with soil and pile parameters and p ~ s curves , covering xi ' an and adjacent areas , we analyzed the load transmission mechanism of pile in loess foundation , and proposed a kind of hyperbolic load transmission function between pile and it ' s neighboring soil . meanwhile , we created a mathematical model to predict p ~ s curve and bearing capacity of single pile . by analyzing the compacting effect caused by pile - sinking of pressed pile in loess and it ' s influence on bearing capacity and settlement , two parameters , kc and ke are introduced to modify the soil cohesive c and deformation modulus es
本文利用现己收集到的西安及其周边地区356根打入桩、静压桩、灌注桩的现场试桩资料(其中打入桩67根，静压桩121根，钻孔灌注桩168根，并有详细的地层勘探资料，桩深资料，荷载沉降?曲线)对西安黄土地基中的打入桩、静压桩、灌注桩的荷载传递机理进行了分析研究，认为用双曲线型的荷载传递函数模拟桩土之间的荷载传递函数是合适的，并用荷载传递分析的方法建立了计算p s曲线的数学模型及极限承载力的确定方法。 | | 7. | In this paper , a numerical simulation is conducted , which is based on the test data of the model experiment of sloping ground with the help of the marc program . when the bearing capacity characters of level ground and the foundations adjacent to or above slopes are analyzed , the effect is considered , which includes deformation moduli , density , poisson ratio , angle of internal friction , stress - strain relationship , slope angle , relative distance from the edge of slopes and relative depth of footings
本文利用斜坡地基模型试验的试验数据，用marc软件进行了斜坡地基模型试验的数值模拟，分析了平地地基、临坡地基和斜坡地基的承载力特性，研究了变形模量、容重、泊松比、内摩擦角、应力应变特性、斜坡坡度、基础的相对坡顶距及其相对埋深等因素对斜坡地基承载力性能的影响。 | | 8. | Based on the idea of the measured displacement can be divided into elastic and plastic parts , elastic parameters can back analyzed by the elastic displacement , which is the measured instant after blasting excavation . the strength parameter can be got by plastic deformation , which is the measured during the period of construction loop without blasting excavation . lastly , depending on fenner formula , a new and valid evaluating criterion for tunnel stability is presented and the effect of deformation modulus , cohesion , internal friction angle and overburden can be considered
以解析理论为基础提出一种实用而简便的圆形洞室弹性反分析方法，且将其应用推广到其它洞型、分步位移等不同情况；提出一种围岩强度参数反演方法，并对其可靠性进行了初步研究； ( 4 )依据芬纳公式提出了能够考虑围岩变形模量、强度参数、埋深等主要因素的、新的、有效的围岩稳定性评判方法。 | | 9. | The settlement is analyzed by using the settlement calculation theory already existed and the pile deformation modulus is researched under the different test conditions . it results in the different pile modulus of deformation that the pile side constraint is different because of the different testing conditions , so the settlement calculation for composite foundation of stone columns must use different computing modes based on the testing conditions
利用已有的沉降计算理论对沉降进行了分析，并对不同试验条件下的桩体变形模量进行了研究；桩体侧限阻力因试验条件不同而有差异，导致桩体变形模量的不同，故碎石桩复合地基的沉降计算应根据测试条件的不同选取相应的计算模式。 | | 10. | The experiential formula between kc and base resistance q from cpt and , the relationship between ke and c # ( strength of concrete ) are also created by fitting 94 pressed pile testing date . based on analyzing the compacting effects caused by driving pile in loess and it ' s influence on bearing capacity and settlement , another two disturbance parameters , c and e , are proposed for multiplying respectively the parameters of soil cohesive c and deformation modulus es to reflect this effect . by fitting 51 driven pile testing date , we created an experiential formula between the e and r ( the modulus ratio between pile and surrounding soil ) , also an experiential formula between the c and base friction resistance fs / pa from cpt of pile surrounding soil
在本文中分析了静压桩的沉桩挤土效应对其承载力与沉降特性的影响，在计算模型中引入了桩周土粘聚力c的修正系数k _ c和桩周土变形模量e _ s的修正系数k _ e来体现这种影响，通过对94根静压桩试桩资料进行拟合，建立了k _ c与桩端土静力触探的端阻q _ c之间经验公式以及k _ e与c # (混凝土标号)之间的对应关系。 |
- Similar Words：
- "deformation mechanisms" English translation, "deformation memory" English translation, "deformation method" English translation, "deformation metre" English translation, "deformation mode" English translation, "deformation mountain" English translation, "deformation observation" English translation, "deformation observation point" English translation, "deformation of ball" English translation, "deformation of bond angles" English translation
|
|
|
