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Home > chinese-english > "model test data" in English

English translation for "model test data"

模型试验数据
Example Sentences:
1.Hydralics monitored findings in the water - pumping debugging period for tgp lock are presented and compared with model test data
摘要介绍了三峡永久船闸抽水调试阶段水力学监测的部分成果,并与模型值进行了比较。
2.Comparing with the model test data the result of the calculation is more close to that from the formula in " design and calculation standard for submarine structure ( gjb ) "
与实验数据进行比较,其计算结果比利用gjb 《潜艇结构设计计算规则》的计算结果更接近于真实值。
3.Based on the field - measured data and physical model test data , hydraulic elements of the shiwutan beach in hongshui river is analyzed , and factors of hydraulic elements variation and obstacles to navigation are discussed
摘要根据实测及物理模型试验资料,分析了红水河十五滩滩段的水力要素变化,探讨了滩段水力要素变化及产生碍航的原因。
4.This thesis gets forecasting ground settlement of sk3 + 355 section of shenzhen metro da ~ ke running tunnel after it is completed 6 months , also gets forecasting ground settlement of sk3 + 395 section after it is completed 15 months . finally , the model test data are compared with the site measurement data
本论文通过多个模型试验的研究,得到了深圳地铁大~科区间里程sk3 + 355断面在隧道竣工后6个月内地表固结沉降的预测值,也得到了sk3 + 395断面三孔三线隧道施工引起的沉降和隧道竣工后15个月内地表固结沉降的预测值。
5.Bearing capacity and displacement are two main problems in the application of geotechnical engineering . based on a series of pull - out tests using three kinds of paper and a sort of window screening as geogrid , twenty - seven in limit and several in working - stress geogrid - reinforced slope model tests designed through orthogonal principle have been conducted to have obtained the relationship between the bearing capacity and four factors ( i . e . reinforcement , angle of reinforced slope , the designed - length of reinforcement and the distance between layers of reinforcement ) . the law of slope lateral ( horizontal ) displacement versus to the height of slope vary with external - load was derived from the model test data , and the main factor affecting the lateral and vertical displacement of geogrid - reinforced slope was obtained through analysis
承载力(强度)和变形是岩土工程应用领域的两大主要问题,本文以纸和窗纱布模拟加筋土边坡的土工格栅,在一系列拉拔试验的基础上,以正交设计理论分别安排27个极限应力状态和若干个工作应力状态加筋土边坡模型试验,并以模型试验获得的数据为依据,采用误差、极差及回归分析方法,探讨了加筋土边坡承载力与筋类、筋长、层间距、坡角4因素的相关关系,获得了在外荷载作用下加筋土边坡的侧向位移随坡高的变化规律(并进行了定性解释)和坡顶的竖向位移特性,并分析其主要控制因素。
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