贯入试验的英文

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"贯入试验"怎么读用"贯入试验"造句

英文翻译手机版

penetration test

"贯入"英文翻译 injection
"试验"英文翻译 experiment; test; trial
"桩贯入试验" 英文翻译 : pile penetration test
"锥贯入试验" 英文翻译 : cone penetration test; test
"标准贯入试验" 英文翻译 : standard penetration tests
"贯入试验锤击" 英文翻译 : blow of penetration test
"荷载贯入试验" 英文翻译 : load penetration test
"葡氏贯入试验" 英文翻译 : proctor penetration needle test; proctor test
"球体贯入试验" 英文翻译 : ball penetration test
"瑞典贯入试验" 英文翻译 : swedish sounding test
"圆锥贯入试验" 英文翻译 : cone bearing test; cone penetration test
"锥头贯入试验" 英文翻译 : cone penetration test
"spt标准贯入试验锥" 英文翻译 : spt cone
"标准贯入试验击数" 英文翻译 : spt blow count
"凯氏球体贯入试验" 英文翻译 : kelly ball test
"桩的等速贯入试验" 英文翻译 : constant rate penetration test of pile
"桩工等速贯入试验" 英文翻译 : constant rate of penetration test
"动力贯入试验动力学相似模" 英文翻译 : dynamic
"荷兰式圆锥贯入试验" 英文翻译 : dutch cone penetration test
"洗孔圆锥贯入试验仪" 英文翻译 : wash point penetrometer
"原位测试标准贯入试验" 英文翻译 : standard penetration test
"球体贯入试谈" 英文翻译 : ball penetration
"泵入试验" 英文翻译 : pumping-in test
"导入试验台" 英文翻译 : einlaufsprüfstand break-in test stand
"介入试验" 英文翻译 : interventional test

例句与用法

Cone penetration of lubricating grease , method of test for
润滑脂圆锥贯入试验方法
Soil ; investigation and testing - proctor - test
土壤.勘察和试验.普氏贯入试验
Specification for standard penetration test
标准贯入试验规程
Standard penetration test
标准贯入试验
Kelly ball test
凯氏球体贯入试验
( 5 ) the excavating examination and dynamic sounding examination are used to testify the construction quality of the vibroflotation process . standard penetration test is also used to test the fill - material between the stone columns
对振冲处理效果和质量，采用了开挖检查，桩体动力触探检测，桩间士初、川:贯入试验及取样试验等方法对施土效果和质量进行检测。
Based on the distribution regularities of stratigraphic sandy soil in the tianjin yongdingxin river estuary area , the in - situ standard penetration test ( spt ) method and the indoor dynamic triaxial test method were used to make the sandy soil liquefaction discrimination
摘要根据天津永定新河口滩涂地层沙性土分布规律，采用现场标准贯入试验和室内动三轴试验两种方法进行了沙性土的液化判别。
Based on uniaxial penetrating test , the effects of aggregate gradation , aggregate physical properties , asphalt binder properties , asphalt content , air void and homogeneity on shear resistance of asphalt mixture were investigated directly at 60
摘要为了研究沥青混合料抗剪强度的影响因素，基于单轴贯入试验，在温度为60时，直接对集料级配、集料性质、沥青性质、含油量、空隙率以及均匀对沥青混合料抗剪强度的影响进行研究。
Abstract : artifical intelligence methods are implemented to simulate thebehaviors of axially and laterally loaded piles using the field observation tests data obtain ed f rom the drilled shafts and driven piles . the optimal neural network model is deve loped using only simple input data of spt - n values and piles ' geometrical featu r es etc . . the analysis for r . c piles of some projects is performed adopting the bp n n and grnn models respectively , and the obtained predicated results are compared w ith the data from conventional design method . it demonstrated the obvious advanta ges of neural networks in the design of pile foundations over the traditional me thods . this paper has an important practical significance and a referential worth iness in the design of pile foundations
文摘:根据钻孔桩和打击桩的原型试验观测的数据,运用人工智能方法对横向承载桩和轴向承载桩的工作特性进行模拟,并利用标准贯入试验( spt - n )值和桩的几何特性等简单的输入数据,开发出相应的优化神经网络模型;然后,运用反向传播神经网络模型和广义回归神经网络模型分别对某工程的钢筋混凝土桩进行分析,并将求得的预测结果与常规设计法的结果进行比较,结果表明神经网络方法比传统方法有明显的优越性,在实际工程设计中具有重要的参考价值和现实意义。
( 4 ) to determine liquefaction potential in site , several viable approaches are used , and these are ( 1 ) the standard penetration test ( spt ) , ( 2 ) measurement of in - situ shear wave velocity ( vs ) , and ( 3 ) use of test data and seed & idriss method . considering the non - linear of the soil , we calculate the earthquake response of the soil with the hardin - drnevich model and the finite element method . finally , we estimate the liquefaction capability of the site during earthquake in xuzhou , jiangsu province
中国地展局工程力学研究所硕士学位论文川采用《建筑抗震设计规范》 ( gb50on一2001 )基于标准贯入试验的判别法、基于场地剪切波速的液化判别方法和seed一idriss简化法对可液化场地进行了液化判别;考虑土的非线性，采用等效线性化模型，利用有限元方法进行了场地的地震反应分析;并对沪蓉高速铁路徐州段可液化场地的地震液化性能做出了综合评价。