埋置的英文

发音:

英文翻译
造句

imbedding; embedding; embedment;embed; merging
◇埋置层 buried layer; 埋置深度 buried depth

置 place; put; lay
包埋埋置 imbed
包埋，埋置 embedding
埋置；包埋 imbedment
埋置板 embedded panel
埋置层 buried layer; buried region
埋置的 imbedded
埋置膜 buried membrane
埋置性 embedability
埋置长度 embedded length; embedment length
埋置的钢件 embedded steel parts
埋置电极 imbedded electrode
埋置钢筋 embedded reinforcement; embedded steel
埋置沟道 buried channel
埋置检温计 etd
埋置拉杆 embedded tie
埋置深度 buried depth; bury length; embedded depth; embedment depth; laying depth
埋置式桥台 buried abutment
埋置式蒸发 sunken evaporation
埋置探温器 embedded temperature detector
埋置条件 planting condition
埋置消火栓 buried fire hydrant
埋置修正 correction for embedment
转送模埋置 transfer-mold embedment
基础埋置深度 embedded depth of foundation; embedment depth of foundation

"查查词典"手机版

千万人都在用的超大词汇词典翻译APP

例句与用法

This thesis puts forward a systemic method to analyze stability of bridge bank slope in gorge area . it includes elementary field geological evaluation , calculation of stable angle of bank slope with empirical formula , simulation of slope stress state with fem and rockmass strength judgement . then rational laying position of bridge piers can be confirmed
本文提出了峡谷区桥基岸坡的稳定性分析的系统方法，包括野外初步地质评价、经验公式法确定岸坡稳定坡角、岸坡应力场的有限元模拟及强度分析，进而综合评价岸坡稳定性，并确定桥基合理埋置位置。
Through observing the influence of different geometry to reflect wave in deep layer , using seismic digital simulation tracing method , analyzing the influence of max - offset , trace interval , fold and geophone planting to reflecting energy , this article , summarizes , in both theory and practice , the application result of " bin stack " acquisition method
通过不同观测系统对提高深层反射信号的影响，采用地震数值模拟射线追踪方法，分析了观测系统中最大炮检距、道距、覆盖次数及检波器埋置，对提高深层反射信号能量的影响，从理论到实践总结了“面元叠加”采集技术的应用效果。
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。
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。
In all these 20 specimens , the embedded electronic steel - concrete slip transfer were respectively embedded on the steel shape webs and inside and outside of the flanges at certain intervals along the embedment length to measure the distributions of the interior slip , and the electronic strain gauges were also installed on the shallow grooves of each steel shape web and flanges at close intervals along the length to measure the distributions of the steel shape web and flanges strain , from which the distributions of bond stress were obtained . with these methods of measuring the distributions of slip and bond stresses , the establishment of the bond - slip constitutive relations were ensured
用力的平衡方程，得到推出试验中型钢混凝土粘结应力的大小及其分布规律;根据钢一混凝土电子滑移传感器的滑移量测结果，分析了沿型钢埋置长度的内部滑移分布规律，并对试验量测的特征滑移值进行了统计回归;根据粘结应力和内部滑移测量结果，得出沿型钢埋置长度方向上各截面的局部粘结应力一滑移关系曲线，建立了局部粘结滑移本构模型叹x )一s仁，， … ， c ， … c 。
However , immersed tunnels are generally build in soft soil shallowly and affected greatly by the earthquake . in view of its importance and underwater particularity , the destruction of immersed tunnels will be disastrous . accordingly , it is necessary to carry out earthquake - resistant research of immersed tunnels
然而，沉管隧道一般修建在软弱地层中，埋置浅，受地震影响大，同时由于沉管隧道的重要性及在水下的特殊性，一旦破坏将产生灾难性后果，因此，对沉管隧道进行抗震研究是十分必要的。
Results show that the overlying soil with a soft interlayer can obstruct the rupture failure from bedrock up to the earth ' s surface , however , a soft interlayer which is deeply buried , will bring about a wider range of the earth ' s surface rupture failure ; in addition , the thickness of the soft interlayer may have effects on the rupture course of the overlying soil
从模拟的结果看出，软夹层对上覆土层破裂有一定的阻碍作用；当软弱层埋置较深时，一旦上覆土层破裂，失效土体的范围较大；软弱夹层的厚薄对上覆土层的破裂进程和破裂范围也有影响。
Through studying the cptu chamber test with the soil as a medium in door , according to the stress which generated in the course of probe penetrating , include axial additional stress and radial additional stress , measured by subminiature pressure cells which buried in the soil . this paper analyzed the rule of variation of axial and radial additional stresses , and compared with each other
摘要通过以粘土为介质的孔压静探( cptu )模型槽试验研究，根据埋置在土中的微型土压力盒在贯入过程中所则到的土应力（轴向附加应力和径向附加应力），分别分析了轴向和径向附加应力的变化规律，并进行了比较。
In this thesis , scanning force microscopy ( sfm ) was used to study the nanoscale electric phenomena of the surface and interface properties of ferroelectric thin films . the experimental setup was calibrated by measuring potential distribution of the working resistance of integrated chip
在实验仪器的验证方面,选用集成电路芯片测试单元中的埋置条形电阻作为检测对象,在电阻两端外加直流偏压后检测电阻的电势分布,在已知电阻上电势分布的前提下,验证了开尔文力显微镜检测微区表面电势的可靠性。
The correlation coefficient between 1 mol / l ntljoac extracted k and k uptake by corn plant was much lower than that with resin membrane k . 4 . the k adsorbed on resin membrane after extraction was easily desorbed by 0 . 5 mol / l hc1 solution . the k desorbed in the first time had a very significant correlation with k uptake by corn seedling in the - k treatment of pot experiment
用1mol l中性nh _ 4oac提取的土壤速效钾与盆栽耗钾试验中首茬玉米吸钾量之间的相关系数较低，虽然也达到了极显著水平，但明显低于树脂膜室内埋置法提取的土壤钾与玉米吸钾量之间的相关系数。