English translation for "internal friction angle"
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- 内摩擦角
Related Translations:
- Example Sentences:
| 1. | Feasibility analyses of small - scale triaxial test in measuring internal friction angle
小三轴压缩试验确定内摩擦角的可行性 | | 2. | Vetiver grass is found to increase adhesion and internal friction angle , enhance shear strength and improve soil stability
通过试验分析发现，香根草护坡可以提高土的黏聚力和内摩擦角，从而提高土的抗剪强度，进而增加土壤稳定性。 | | 3. | The results show that the internal friction angle of rock has importance affect on the displacement of surrounding rock for deep roadway when in - situ stress and support resistance all are certain
分析结果表明，在地应力和支护阻力一定时，岩石的内摩擦角对深埋巷道围岩位移的影响最为明显。 | | 4. | 3 . by sensitivity analysis of influence parameters of stability coefficient , this result can be gained , which is internal friction angle is more sensitive than cohesion to stability coefficient of landslide
3 .通过对滑坡灾害影响参数的敏感性分析，计算成果表明，稳定系数对内摩擦角的反应比对内聚力的反应灵敏得多。 | | 5. | The deformation characteristics of pavement section and soft soil subgrade under traffic load are analyzed , considering the effects of load ( including type , amplitude and frequency ) and parameters of soft soil ( including resilient modulus , cohesion , internal friction angle , poisson ratio , damping ratio et al )
分析了荷载因素(包括荷载类型、荷载幅值、荷载频率)和地基土体参数(包括回弹模量、内聚力、内摩擦角、泊松比、阻尼比)对变形的影响。 | | 6. | According to elasto - plasticity theory , with the help of finite - method program ansys , the paper undertakes the computer analogue tests about the bearing capacity of pile tip arranged by orthogonal principle , and attains the relations of pile - tip bearing capacity to embedment depth , pile diameter , cohesion , internal friction angle and modulus of deformation . by the means of mathematical statistic , regression equation of the ultimate bearing capacity calculated by finite element method is gained through the regression analysis of 81 group data from the computer analogue tests . by comparison and analysis of the values calculated by finite - element regression equation and the values of in situ loading test , the regression equation is gained which calculates the size effect for base resistance of large diameter pile
根据弹塑性理论，运用大型有限元软件ansys按正交设计理论对桩端承载力进行模拟计算，获得桩端承载力与桩长(埋置深度) 、桩径、粘聚力、内摩擦角及变形模量等主要影响因素的关系，并采用数理统计方法，对81组ansys模拟试验结果数据进行回归分析，得到有限元法确定桩端极限承载力的回归公式，并将有限元法回归公式计算值与现场小压板载荷试验值进行比较分析，得到大直径桩端阻的尺寸效应系数计算公式。 | | 7. | According to the engineering experiences and the correlation criteria , 13 kinds of factors are selected and each factor ' s subordinate functions are constructed in the first model , at the same time the two - stage index values of the effect factors are determined according to the statistical method . for the other model , the cohesion and the internal friction angles of the rocks are regarded as the fuzzy - random variables
本文根据实际工程经验及相关规范，提出了13种影响坝肩岩体稳定的影响因素，其中包括10种定量因素和3种定性因素，并且构造了各因素的隶属函数，还根据专家调查法和统计方法确定了各级因素的权重系数，利用二级模糊综合评判法对坝肩岩体进行综合评判。 | | 8. | The preferences are analyzed , pipe ’ s parameters such as depth , thickness , pipe diameter , and mechanical property of material ; soil parameters such as soil types , internal friction angle , pipe - soil interaction ; fault ’ s parameters such as fault types , fault throw , fault drop , fault - pipe angle , mechanical property of material ; load types such as gravity force , linear displacement load , seismic load and seismic wave . some conclusions are drawn from the calculating results : when buried pipes cross fault , pipe ’ s embedded depth should be shallow , and big pipe diameter and thick wall should be selected . avoid the site where fault moves severe , and select suitable pipe - fault angle
在有限元三维模型建立中考虑的因素有:管道自身参数如管道埋置深度、管壁厚度、管径、管道材料等;岩土材料参数如土体类型、岩土的内摩擦角、管土相互作用等;断层考虑有断层类型,断层断距,断层错动距离,断层与管道的交角,断层材料的考虑等;荷载分别考虑静荷载,动荷载,其中动荷载包括线性位移加载、地震力加载和地震波加载等。 | | 9. | 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。 | | 10. | The static triaxial test of two engineerings shows that the breaking strength of asphalt concrete declines significantly as the temperature rises and the strain increases noticeably when breaking . increase in the asphalt content leads to decrease in tangent modulus and cohesion , but the internal friction angle tends to increase . increasing confining stress results in the augment of the maximum stress and the ultimate value of volumetric strain
两个实际工程的静三轴变形与强度试验表明，随着温度升高沥青混凝土破坏强度明显降低，破坏时应变明显加大；沥青含量的增加会导致切线模量和凝聚力降低，但内摩擦角趋于增加；周围压力增大会导致最大应力_ d增大，其体变压缩极限值也越大。 |
- Similar Words：
- "internal forwarding" English translation, "internal fraction" English translation, "internal fragmentation" English translation, "internal frictio" English translation, "internal friction" English translation, "internal friction angle of soil" English translation, "internal friction characteristic" English translation, "internal friction coefficient" English translation, "internal friction disc" English translation, "internal friction factor" English translation
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