水平位移
- horizontal displacement
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土体水平位移监测和局部地段隧道沉降、净空收敛监测。
Soil horizontal displacement and partial funnel settlement and clearance convergence .
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累积水平位移交汇图法弥补了累积倾角交汇图法的缺陷,但其适用条件仅限于倾角较小的情况。
The cumulative horizontal displacement plot method can make up the shortcoming of cumulative dip plot , but its applicability is limited to lower dip .
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IDS中的黑客信息提取GPS水平位移时间序列地震短期信息特征分析
Analyzing the characteristics of short-term anomalous information of GPS time-series data before earthquake
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上海光源准直测量方案设计国家同步辐射实验室储存环中Q铁水平位移的准直与校正研究
Survey and alignment design of Shanghai synchrotron radiation facility Study on Alignment and Survey of Q Magnets ' Horizontal Place and Their Adjustment
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RCC围堰堰顶布设了5座水平位移监测点。
Five horizontal and ten vertical displacement cells were installed on the crest of the RCC cofferdam .
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在内孤立波作用下,Spar平台产生了很大的水平位移。
Under the force of the internal soliton , the Spar platform produces a great horizontal displacement .
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设计靶区为井底水平位移600±150m、闭合方位350°±20°。
Designed target area is horizontal displacement 600 ± 150m , orientation 350 °± 20 ° .
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为降低随机干扰因素对大坝位移观测数据的影响,针对大坝位移特性并基于Kalman滤波理论和统计模型建立了大坝水平位移的状态方程和观测方程。
Aimed at the displacement characteristic of the dam , based on the theory of Kalman filter , the state and observed equation of displacement on the basis of statistical model is established .
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内孤立波对Spar平台的低频作用是Spar平台产生很大水平位移的主要因素。
Therefore , the low-frequency effect of internal solitary wave plays a significant role in the horizontal displacement of the Spar platform .
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结合震例研究强震前水平位移场在NS向和EW向的时间和空间的分布特征。
The authors studied the temporal and spatial distribution of the horizontal displacement fields in EW component and NS component before strong earthquakes by analyzing strong earthquake examples .
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海南15-3井是辽河油区第一口水平位移超过2000m的井。
Well Hainan 15 - 3 is the first well in Liaohe oil province with horizontal displacement over 2000 m.
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地表的水平位移影响范围可达20m,约为1倍排水板深度的距离。
The influence scope of soil horizontal displacement is far from the improvement area border 20m away , about one times of PVDs depth .
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在MATLAB/SIMULlNK环境下仿真了实验系统的水平位移和加速度响应以及基于LQR最优控制的主动控制策略。
Under the MATLAB / SIMULINK condition , its lateral displacement , acceleration response and the strategy of active control based on the optimization control are simulated .
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用有限元软件ANSYS对向家坡边坡稳定进行数值模拟分析,结果表明该边坡在自然状态下发生较小的水平位移,处于稳定状态。
Use the finite element software ANSYS to carry out numerical simulation of Xiang jia po slope . The results show that the horizontal displacement is small in the natural condition , and the slope in a state of stability .
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本文针对高精度GPS水平位移监测开展了模拟试验研究,论证了GPS技术应用于大坝变形监测的技术可行性,研究了需要采取的措施和方法。
A simulated experiment is conducted to study on the high precise GPS displacement monitoring in horizontal directions , which has proved the possibility of applying GPS technology to dam deformation monitoring , and finds out the methods and conditions for the field application .
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通过室内模型桩试验,分析了竖向荷载对CFG桩的水平位移、桩身弯矩的影响。
By means of a series of model tests , the main objective of the paper is to investigate the influence of axial loads on the lateral deflection and bending moment of CFG piles .
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用对称磁探针测量了HL-1装置等离子体环的水平位移和垂直位移,经微机数据处理系统即时给出了位移随时间的变化曲线,并对装置的杂散场情况作了讨论。
The displacement of HL-1 tokamak plasma column is measured with symmetric magnetic probes and given as function of time immediately following the discharge by a microcomputer data processing system .
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根据《钢结构设计规范》(GB50017-2003)选取合适的纵向水平位移容许值,并用一工程实例加以说明。
The allowable value of longitudinal horizontal displacement under GB50017-2003 standard is presented . Finally , they are explained by an example .
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本文给出Hertz接触问题的精确积分方程,也就是将压力作用下接触面中各点的水平位移也考虑在内而得到的积分方程。
This paper presents the exact integral equation of Hertz 's contact problem , which is obtained by taking into account the horizontal displacement , of points in the contacted surfaces due to pressure .
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垂直位移在库中心最大(7cm),而水平位移在库岸边最大(0.5cm);
The maximum vertical displacement ( 7cm ) occurs at the middle of reservoir and the maximum horizontal displacement ( 0.6cm ) at the bank ;
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利用FLAC3D商业软件数值模拟了锚杆参数对支护结构水平位移的影响。
In the paper , the effect of the bolt design parameters of the foundation pit engineering on the horizontal displacement of the supporting structure is simulated by FLAC3D .
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增加嵌岩深度可以有效减少群桩桩基沉降量和水平位移,嵌岩深度超过5D时,再增加嵌岩深度对群桩稳定性没有明显的改善作用。
Increasing rock-socketed depth can effectively reduce settlement and horizontal displacement of pile group . If rock-socketed depth gets more than 5D , increasing rock-socketed depth will have no obvious improvement to stabilize pile group .
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最后,采用PSO算法优化BP神经网络对桩顶水平位移、周边地表沉降、锚索轴力进行了施工预测研究。
After poured concrete in the floor , the distortion of soil and retaining pile were basic stop . Finally , the PSO algorithm to optimize BP neural network is used to predict the horizontal displacement of the pile , the surrounding ground surface subsidence , cable axial force .
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断裂带的水平位移量最大约为300-500m,未见更大的走滑位错的证据。
The maximum cumulative horizontal displacement of the fault zone is about 300-500m , displacement larger than this is not observed .
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从生理载荷下腰椎的总体位移和椎间盘的水平位移来看,DIAM和Isola都具有稳定脊柱作用。
From the results of lumbar intervertebral and disc displacement under the physiological load , both the DIAM and Isola play a role in stabilizing the spine .
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介绍冠宏花园PHC管桩加土锚在深基坑支护中的实施过程,并对基坑支护进行了水平位移及沉降与隆起监测。
The implementation process of PHC pipe piles with soil anchors in foundation pit supporting at Guang-Hong Garden is presented in this paper , and the monitoring of horizontal movement , settlement and raising of foundation pit supporting has been taken in progress .
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在理论上系统地分析了HT-6M托卡马克等离子体水平位移平衡控制系统的结构及其控制方式,并采用大功率GTO斩波器作为反馈场电源和Bang-Bang控制模式的技术,取得了较好的效果。
The structure and control method of the plasma horizontal position equilibrium control system in the HT-6M Tokamak have been analyzed theoretically . A high power GTO chopper and the Bang - Bang control method are used and a good result is Obtained .
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该破裂带由两条走向、运动方式不同的次级破裂构成,最大垂直位移89m,最大水平位移1113m,是一条不连续的张剪性破裂带。
It consists of two subparallel secondary fractures which are different in their strikes and modes of motion . The maximum vertical displacement is 8-9m . , while the maximum horizontal one 11-13m .
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运用FLAC程序模拟了土钉长度、倾角、布置方式以及土层强度参数的变化对基坑水平位移、土钉最大轴力的影响。
An FLAC program is carried out to simulate the change of nail 's length , inclination , assign the way and soil layer parameter to the influence of the horizontal displacement of foundation pit and the greatest axel strength of soil nailing .
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本文在深基坑复合土钉支护现场试验的基础上,运用FLAC程序对该工程的基坑开挖过程进行模拟,主要计算了基坑周边土体的水平位移和沉降,并对比现场实测结果。
Based on the site tests of the compound soil nailing support of deep foundation , an analysis with FLAC program was carried out on the process of construction with the emphasis on the level displacements and settlements of soil around the foundation pit .