base resistance meaning in Chinese
基本电阻
基极电阻
基级电阻
Examples
- According to the results of self - balanced static load tests , not only base resistances were improved after grouting , but also frictional resistances were improved by bettering the characteristics of soils and interfaces between piles and soils
根据自平衡静载测试结果，桩端压浆不仅可提高桩端阻力，还可改善桩周土和桩土接触面的性质，使桩周摩阻力也得到提高。 - Based on the full - depth / part - depth shear spring model proposed by luo weide and the theoretical corealation between the pile base resistance and the pile base settlement presented by randolph , a elastic analytical approach for computing the pile compression is conducted
本文利用罗惟德全深度? ?变深度剪切弹簧模型推导了桩身压缩量的弹性理论解析计算方法，选用randolph的桩端沉降与桩端阻力的关系，利用荷载传递法推导了桩身压缩量的数值计算方法。 - The ratio of mach number between lateral jet and free flow induce intensity degree of jet interaction . it has no obvious difference between two interactions with two types of nozzle exit configuration , rectangle and ellipse . the shock in front of jet results in increase of shock resistance and the jet ejection causes increase of base resistance
研究表明，侧喷流与来流马赫数之比是影响绕流场的重要因素，该值越大则侧喷干扰越强烈，矩形和椭圆形两种侧喷口形状对侧喷流场干扰波系的影响并不明显。 - Beginning with plentiful experimental bases , some problems about pile - foundation technical criterion are discussed , some suggestions about are advanced , some rules about rock - socketed offect are educed : rock - socketed pile has conclusively rock - socketed offect , and when rock - socketed length achieves a certain value , increasing length will not influence bearing capacity , but base resistance still exists . based on the neural network model of limit load of rock - socketed segment of piles , the analysis method of characteristic parameters is proposed by means of self - organizing character map network
在分析大量的实测资料基础上，对桩基技术规范中嵌岩桩的承载力计算公式进行了分析探讨，认为f _ ( rc )应具体情况具体分析，取值应符合现场实际； s 、 p应在静载试验后再确定。 - 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。