1)high earth-rockfill dam高土石坝
1.Comprehensive earthquake resistant measure of high earth-rockfill dams and effectiveness verification;高土石坝综合抗震措施及其效果的验算
2.Application of Reinforcement Technology to High Earth-Rockfill Dam Earthquake-Resistance;加筋技术在高土石坝抗震中的应用
3.Dynamic Stability Analysis of High Earth-rockfill Dam and Research on Reinforcement Technology;高土石坝动力稳定分析及加固措施研究
英文短句/例句
1.The Research for the Applied of the Grit and Pebble Acting as the Fill-stuff of High Embankment;高土石坝砂卵石作坝壳堆石料应用研究
2.Study on Physical and Mechanical Experiments and Subzone Optimizing Schemes of Dam Materials Using Intelligent Methods高土石坝坝料试验及结构分区智能优化研究
3.Fill Material Test Technique and Prototype Observation for High Earth and Rockfill Dam in Mexico墨西哥高土石坝坝料试验技术和原型观测
4.Fill Material Test Technique and Prototype Observation for High Earth and Rockfill Dam in Mexico(Part Ⅱ)墨西哥高土石坝坝料试验技术和原型观测(续)
5.Approach To Random Simulation Methed about Construction Process of High Earth Rockfill Dams高土石坝施工过程随机模拟方法探讨
6.Study on the dynamic response of high earth-rockfill dams in areas of high seismicity强震区高土石坝的地震反应特性研究
7.Application and Research on Compound Geomembrane as Impervious Body in High Embankment Dam;复合土工膜防渗体在高土石坝中的应用研究
8.Analysis and Research of Seismic Effects and Slope Seismic Stability of High Earth and Rockfill Dams;高土石坝地震作用效应及坝坡抗震稳定分析研究
9.Study of effects of nail-tied panel on stability of high earth-rockfill dam slope钉结护面板对高土石坝坝坡地震稳定性影响研究
10.Analysis of Earthquake Damage of the Zipingpu Dam in Wenchuan Earthquake and the Study Proposal on the Anti-earthquake and Disaster Reduction of High Earth-rock Dam紫坪铺大坝汶川地震震害分析及高土石坝抗震减灾研究设想
11.The Properties of Spreading Gradation Gravelly Soil as Core of High Earth Rock-fill Dam and Numerical Simulation;高土石坝宽级配砾石土心墙料特性研究及数值模拟
12.COMPUTER SIMULATION STUDY ON THE SELECTION OF THE CONSTRUCTION EQUIPMENTFOR HIGH EMBANKMENT DAMS高土石坝施工装运机械配套的计算机模拟研究
13.Stress-strain Analysis for a High Earth-rockfill Dam and Its Foundation Cutoff高土石坝与基础防渗墙的应力应变分析
14.Dynamic Stability Analysis of High Earth-rockfill Dam and Research on Reinforcement Technology;高土石坝动力稳定分析及加固措施研究
15.Study on Permanent Deformation and Safety Evaluation of High Rock-fill Dams under Strong Earthquakes;高土石坝地震变形分析与抗震安全评价
16.Application of reinforcement technology on high earth-rockfill dam for seismic reinforcement加筋技术在高土石坝抗震加固中的应用
17.Study on Reinforcement Technology of Earth-Rock Dam of Danjiangkou丹江口大坝加高工程左岸土石坝加固技术研究
18.Design of submerged concrete high toe wall of CFRD混凝土面板堆石坝潜没式混凝土高趾墙设计
相关短句/例句
high earth-rock dam高土石坝
1.Effect of geomembrane and core-wall united impervious system on arch effect of core-wall in high earth-rock dams;膜土联合防渗系统对高土石坝心墙拱效应的影响
2.Nonlinear analysis of slope stability for high earth-rock dams;高土石坝坝坡稳定非线性分析
3.Research on slope seismic stability analysis of high earth-rock dams;高土石坝坝坡抗震稳定分析的研究
3)high earth and rockfill dams高土石坝
1.Some issues to be studied in the construction of high earth and rockfill dams;高土石坝建设的若干应用基础研究问题
2.Analysis of seismic acceleration distribution of high earth and rockfill dams;高土石坝地震加速度分布研究
3.Analysis and Research of Seismic Effects and Slope Seismic Stability of High Earth and Rockfill Dams;高土石坝地震作用效应及坝坡抗震稳定分析研究
4)high embankment dam高土石坝
1.Introduces some anti-seepage high embankment dams in the world with bitumen concrete inclined core wall,and analyzes,taking the existing Maopingxi embankment dam as an example,the effect of slope thereof on the stress and deformation of the wall by non-linear adhesive elastic finite element calculation changing the type and thickness of the core wall.介绍世界上几座沥青混凝土斜心墙防渗高土石坝,并结合国内已建的茅坪溪沥青混凝土心墙坝,通过改变其心墙形式和厚度,并用非线性粘弹性有限元对其进行计算分析,探讨了斜心墙的倾斜斜率对心墙的应力与变形的影响。
2.Systematical testing studies on 8 kinds of materials for a high embankment dam whose maximum height is 258 m are performed.对某高土石坝(最大坝高258 m)的8种筑坝料进行了系统的试验研究,通过大三轴试验分析高应力状态下它们的应力-应变-强度特性。
3.Systematical test studies on 8 dam materials of a high embankment dam whose maximum height is258m were performed.对某高土石坝(最大坝高258m)的8种筑坝料进行了系统的试验研究,通过大三轴试验分析高应力状态下的应力～应变～强度特性。
5)high earth rock-fill dams高土石坝
1.Review on the seismically permanent deformation of high earth rock-fill dams;高土石坝地震永久变形研究评述
2.For the high earth rock-fill dams subjected to earthquake loading,a certain sliding movements or permanent deformations will be initiated by the cyclic over-loading induced by earthquake.永久变形的发展严重危及高土石坝的安全和正常使用,如何预测土体地震后的永久变形成为高土石坝抗震性能安全评价中一个重要的方面。
6)high rockfill dam with core wall高心墙土石坝
1.Rheological parameters identification for materials of high rockfill dam with core wall intelligent method;高心墙土石坝坝料流变模型参数的智能识别研究
延伸阅读
沥青混凝土防渗土石坝沥青混凝土防渗土石坝embankment dam with asphalt concrete sealing 1 Iq.ng hunn一ngtu fongshen tushlbo沥*混凝土防渗土石坝(embankmenr damwith asphalt eonerete sealing)以沥青泥凝土为防渗面板或心坡的土石坝。土石坝用沥青混凝土防渗始于20世纪30年代.其优点是防渗性能好，适应变形能力强.耐化学俊蚀和溶蚀，对水质无污染，工程量小，易于施工及维修，因而在世界上有所发展。至今全世界已建成沥青混凝土防渗土石坝及蓄水池近400座，最大坝高达125m。在中国沥青混凝土作为土石坝防渗体始于20世纪70年代，至今已建成50余座。香港特别行政区的高岛东坝和西坝，坝高都达到10omt级，为沥青混凝土心墙堆石坝。用现代技术建成的天荒坪抽水蓄水能电站上库，土石坝高72m，沥青混凝土面板连同库底防渗，总面积达28万mZ，已于1997年8月建成蓄水.在建的三峡茅坪澳防护大坝，高104m，用沥青混凝土心培防渗。随着抽水蓄能电站和现代化施工技术的发展，沥青混凝土防渗技术也将有更大的发展。 沥青混凝土有碾压式和浇筑式两类。用现代施工技术修建的都是碾压式，有全套专用施工机械，质量和速度都较高。浇筑式的沥青含量较高，适应变形能力强，施工简便，不需众多机具，能在自重下压密，可在严寒条件下施工，较适用于中低坝的防渗心坡. 沥青混凝土防渗面板有复式和简式两种断面，见图2。复式断面由封闭层、防渗面层、排水层、防渗底层、整平胶结层等组成。封闭层用于封闭防渗层的表面缺陷，提高面板的防渗性，延缓沥青混凝土老化等。防渗面层是面板的主要防渗层，一般厚8~10。m，分2层或3层铺压，层间喷乳化沥青或稀释沥青结合层。排水层汇集防渗面层渗水，将其引人排水管或排水廊道，排出坝外.防渗底层用以隔断排水层的渗水，一般厚5~10 cm，一层或两层碾压.整平胶结层用于使面板与垫层良好结合。简式断面只有封闭层、防渗层与整平胶结层，结构和施工都较方便，土石坝防渗面板大多采用简式断面。 沥青混凝土防渗体所用的水工沥青，多为石油沥青，也有少数工程采用改性沥青。一般可选用道路石油沥青6。甲或100甲。在技术指标不能满足设计要求 图1沥青混凝土防渗面板土石坝断面示意图1一坝轴线;2一碾压堆石;3一不碾压堆石;4一过渡区;5一沥青混凝土斜墙; 6一灌浆帷幕;7一排水沟 图2沥青混凝土面板断面的型式 (a)复式断面;(b)简式断面 1一封闭层;2一防渗面层;3一排水层;4一防渗底层; 5一整平胶结层;6一垫层;7一碾压堆石体时，可用两种沥青掺配，或加入掺料以改善其性能。
