坝顶变形,defomation of dam crest
1)defomation of dam crest坝顶变形
英文短句/例句
1.In this paper, the method of iteration weighting adjustment is applied to deal with the displacement vector on the top of a dam.本文采用送代位移权平差方法求取大坝坝顶变形监测点的位移向量。
2.The deformation process curve of the Wanjiazhai dam crest exhibits many peaks.万家寨大坝坝顶各监测点的变形过程是多峰曲线。
3.The effect of the support at the crest introduces in particular an inversion of the normal curvature of a free cantilever in free deformation.特别是坝顶支承作用使一个自由悬臂梁的变形曲线。
4.Spatiotemporal forecasting of arch dam-abutment deformation considering time-varying effect考虑时变影响的拱坝坝肩空间变形场预测
5.Deformation indices monitoring a dam section of Danjiangkou project丹江口大坝31号坝段变形监控标的探讨
6.Analysis of the Influence of the Dam Foundation on the Deformation Law of Feilaixia Earth-rock Dam坝基对飞来峡土石堤坝变形规律影响的分析
7.Genetic Analysis to Chenchun Arch Dam Unusual Deformation Caused by Cracks at El.105m陈村拱坝 105 缝对坝体异常变形影响成因分析
8.Analysis on the deformation monitoring data of Jiangkou arch dam重庆江口水电站拱坝坝体变形监测分析
9.Effects of seismic residual deformation of abutment rock on safety of Xiaowan arch dam坝肩岩体地震残余变形对小湾拱坝安全度影响
10.DEFORMATION MONITORING ANALYSIS OF ARCH DAM BODY AT XINJIANG TUOHAI HYDROPOWER STATION新疆伊犁托海水电站拱坝坝体变形监测分析
11.Analysis of Arch Dam Abutment Stability Based on Deformation;基于变形的拱坝坝肩稳定分析方法研究
12.Analysis on Stress and Deformation of Jinping I High Arch Dam坝基加固后锦屏一级高拱坝应力变形计算分析
13.3D numerical simulation on deformation and stability of high arch dam abutment高拱坝坝肩岩体变形稳定性的三维数值模拟
14.Settlement Analysis of Gongboxia Face Slab Rock-fill Dam公伯峡面板堆石坝坝体沉降变形规律分析
15.Analysis on dam heel crack and unsymmetrical deformation of concrete arch dam混凝土拱坝坝踵张开、不对称变形性态分析
16.CFRD Material Zoning Optimization and 3-D FEM Analysis on Dam Deformation Character;混凝土面板堆石坝坝料分区优化及坝体变形特性三维有限元分析
17.A study of automatic monitoringprogram for dam deformationmeasurement大坝变形观测中自动监测程序的研究
18.DEFORMATION EQUATIONS OF CIRCULAR ARCHES AND THEIR APPLICATION TO ARCH DAM ANALYSES圆拱形变方程及其对拱坝分析的应用
相关短句/例句
dam abutment deformation坝肩变形
3)dam deformation坝体变形
1.The application of fuzzy extension model indam deformation evaluation模糊可拓模型在坝体变形评价中的应用
2.According to the analysis of monitoring data which includedam deformation, dam foundation stability, dam foundation exudationpressure and soil pressure at concrete wall back; The authors have confirmed comprehensively the safety performance of the dam and the design-construction reasonableness of selected dam type, which is the rockfill dam with concrete and shale rock chunk.据坝体变形、坝基稳定、坝基渗水压力和混凝土墙背土压力等监测资料的分析，综合论证了坝体的安全性与所选坝型———混凝土一页岩石碴堆石坝设计施工的合理性。
4)deformation of dam坝变形
5)deformation of the dam土坝变形
6)dam deformation大坝变形
1.Optical fiber sensing instrument for monitoringdam deformation;光纤传感大坝变形监测仪器系统
2.Grey prediction model ofdam deformation of XiaoLangdi multi purpose project;小浪底水利枢纽大坝变形的灰色预测模型
3.Development of Automatic Vacuum Laser Dam Deformation Monitoring System;全自动真空激光大坝变形测量系统的研制
延伸阅读
坝顶坝顶dam crest防浪墙人行道重机轨道行道纲顶排水昔(a)(b)图2混凝土重力坝坝顶(蔡长金)bading坝顶(d am crest)坝的顶部结构。包括路面、防浪墙、边石、栏杆、排水沟、灯柱等。土石坝坝顶无交通要求时，坝顶宽度通常按照构造和施工要求决定，并应考虑汛期防汛抢险的要求，一般不小于3米。坝顶路面可采用单层砌石或铺一层密实的碎石、砾石。对高度在15米以下的土石坝，可用草皮路面。有交通要求时，坝顶宽度和路面，按交通要求设计，路面向两侧或一侧做成2一3%的横坡，以便排除雨水。有防浪墙时，坡向下游，并在坝顶下游侧设纵向排水沟，汇集雨水，经坡面排水沟排至下游(见图1)。混浆砌石防浪啧坝顶宽图1土石坝坝顶凝土坝项无交通等特殊要求时，坝顶宽一般不小于2米。坝顶通行车辆和闸门启闭机械时，按交通及吊车、门机等要求设计路面，路面设排水沟，用排水管将水排至上游或排入坝身排水设备中。混凝土重力坝的典型坝顶结构见图2o
