水布垭面板坝,Shuibuya Concrete Face Rockfill Dam
1)Shuibuya Concrete Face Rockfill Dam水布垭面板坝
1.Research on Intelligent Earth-rock Volume Allocation System forShuibuya Concrete Face Rockfill Dam;水布垭面板坝智能土石方调配系统研究
英文短句/例句
1.Analysis on the measured settlement and prediction modeling of statistic settlement of Shuibuya CFRD水布垭面板坝实测沉降分析与土石坝沉降统计预报模型
2.A Toe Board Foundation Treatment of the High Concrete-Faced Rockfill Dam in SHUIBUYA;水布垭高面板堆石坝趾板基础处理研究
3.Displacement Back-analysis of Soil Parameters for Shui Bu Ya CFRD;水布垭面板堆石坝土体参数的位移反演分析
4.Earthwork Design for Cubic Meter of Earth and Stone in Qingjiang Rockfill Dam Construction;清江水布垭面板堆石坝动态土石方平衡设计
5.New construction technology for Shuibuya Concrete Faced Rockfill Dam水布垭高混凝土面板堆石坝施工新技术
6.Analyze on Development Prospects of 300 m Level Ultra-high CFRD from Shuibuya High CFRD从水布垭高面板堆石坝看我国300m级超高面板堆石坝的发展前景
7.Study on Techniques and Experiments Quarrying Construction Materials of Concrete Face Rock-fill Dam in SHUIBUYA Project;水布垭面板堆石坝石料爆破开采技术及试验研究
8.Concrete Wall Extrusion Technology in Hubei Shuibuya Concrete Faced Rockfill Dam Application混凝土挤压边墙技术在湖北水布垭面板堆石坝中的应用
9.Study on Design Requirements and Seepage Deformation Characteristics of Transition Zone Material for Shuibuya Concrete Face Rockfill Dam水布垭面板堆石坝过渡料设计及其渗透变形特性研究
10.Studies of permeability and seepage deformation characteristics of cushion material for Shuibuya Concrete Faced Rockfill Dam水布垭面板堆石坝垫层料渗透与渗透变形特性试验研究
11.Countermeasure for Resettlement Work of Shuibuya Hydroproject & Realization about It;水布垭工程坝区移民问题、对策及几点认识
12.Construction Technology of Large Cross-Section Diversion Tunnel of Shuibuya Water Conservancy;水布垭水利枢纽特大断面导流隧洞施工技术
13.Rockfill dam with face slab construction of Lianhua water power station莲花水电站面板堆石坝坝体填筑施工
14.Non-linear Finite Element Analysis for the Overflow CFRD in Construction Period施工期坝面过水面板堆石坝非线性有限元分析
15.A Feasibility Study of Hubei Qingjiang Shui Bu Ya Hydro-hinge;湖北清江水布垭水利枢纽可行性研究
16.Failure Mechanism of Muzhuping Landslide in Shuibuya Reservoir Area,Qingjiang River清江水布垭库岸木竹坪滑坡失稳探讨
17.Dam Body Filling Design by Stages for Concrete Face Rock-fill Dam of Hongjiadu Hydropower Station洪家渡水电站面板堆石坝坝体填筑分期设计
18.Structure design of river hydropower dam concrete-faced rockfill dam小河水电站砼面板堆石坝坝体结构设计
相关短句/例句
Shuibuya CFRD水布垭面板堆石坝
1.Reasonable choice of roller compaction parameters ofShuibuya CFRD;水布垭面板堆石坝填筑碾压参数的合理选择
2.The optimal mixing proportion of concrete,which is convenient for construction and satisfies the design requirement,is determined for the project ofShuibuya CFRD by adjustment and calculation of the amount of raw materials.在对水布垭面板堆石坝中的边墙混凝土配合比进行反复调整并验算原材料掺合量的基础上,确定了既方便施工又满足设计要求的最佳混凝土配合比。
3)Shuibuya Concrete Faced Rockfill Dam水布垭面板堆石坝
1.Studies of permeability and seepage deformation characteristics of cushion material forShuibuya Concrete Faced Rockfill Dam水布垭面板堆石坝垫层料渗透与渗透变形特性试验研究
4)Shuibuya Dam水布垭大坝
1.Regularity of karst growth on the left bank ofShuibuya Dam and its permeability analysis;水布垭大坝左岸岩溶发育规律及渗透性分析
2.The adit at the right bank ofShuibuya Dam passes through karstic fractured rock strata,some technical measures for curtain grouting are adopted,such as visual display detection,water injection test,overgrouting and wait-setting and mortar grouting etc.水布垭大坝右岸平洞穿过岩溶发育地层,帷幕灌浆施工中采用了摄像检查、压水试验、多灌待凝和灌砂浆等技术措施,确保了灌浆质量。
5)Shuibuya dam site水布垭坝址
1.The analysis and computation of the Dayantang landslide and Mayanwan landslide at theShuibuya dam site at Qingjiang county being performed.文中介绍了滑坡极限平衡分析Janbu(杨布)法及非垂直条块划分法计算分析程序,进行了清江水布垭坝址区大岩淌滑坡及马岩湾滑坡的分析计算,所得成果可作为水布垭坝址比选阶段的参考。
2.The deformation mechanism of incompetent beds in theShuibuya dam site may be summarized as follows: (1)The difference in composition and structure of the incompetent beds resulting from differential sedimentation determines essentilly their strength.清江水布垭坝址软弱夹层的变形机制为：（１）差异沉积作用造成了软弱夹层物质成分和结构构造上的差别，从本质上决定了软弱夹层的变形强度；（２）软沉积变形加强了软弱夹层物质的分异和软化；（３）构造活动导致软弱夹层发生多期次剪切滑动，使软弱夹层中的软弱物质泥化、叶理化并发生揉皱；使相对坚硬的结核和团块压扁、旋转和圆
6)Shuibuya水布垭
1.Analysis on Safety Monitoring of theShuibuya Concrete Face Rockfill Dam;水布垭面板堆石坝安全监测分析
2.Anti-crack design for concrete slab ofShuibuya rock-fill dam;水布垭堆石坝混凝土面板抗裂设计与工程实践
3.3-D Stability Analysis on Emptying Tunnel ofShuibuya Project on Qingjiang River;清江水布垭水利枢纽放空洞三维稳定性分析
延伸阅读
钢筋混凝土面板坝钢筋混凝土面板坝earth-rock dam with reinforced concrete facinggangiin hunnjngtu mianbanba钢筋混凝土面板坝(earth一roek damwith reinforeed eonerete faei叮)用铺筑在上游边坡上的钢筋混凝土板作为防渗盖面的土石坝。下游坝壳多用堆石填筑，堆石体边坡的确定见堆石坝、坝坡稳定。在20世纪4。年代以前，已建造有钢筋混凝土斜墙堆石坝，如美国在1924年修建了高83.9米的狄克斯河坝等。但当时均采用抛石填筑坝体，很不密实，沉陷、位移量大。即使采用了较厚的钢筋混凝土斜墙，仍造成严重裂缝和大量漏水。至20世纪50年代后期，一些国家采用了振动碾碾压堆石的施工方法。坝体密实度高，孔隙率为20一25%.坝体干容重一般大于2.0吨/米”.沉陷、位移量小。即使采用很薄的钢筋混凝土面板防渗亦很少出现裂缝。如1980年巴西建成的高160米的佛士度爱利坝及1971年澳大利亚建成的高110米的塞沙纳坝(图1)等都很成功。至今世界上已修建这类坝轴线护网及锚着钢筋图l塞沙纳混凝土面板堆石坝坝高度在50米以上者达70余座，坝高在100米以上者有18座。中国在20世纪60、70年代也修建了几座钢筋混到2)凝土斜墙堆石坝。如三渡溪坝、南山坝及百花坝(等1 156。(}甲~图2百花堆石坝i设于t体都较沥;经分:的影一但这i板伸{土底、的要).3十{筋率!伸缩!设置兰查廊钢筋棍凝土面板坝的主要优点为:防渗面枉堆石体的上游面.不仅兼有护坡作用，且整个为是受力结构，稳定性好;坝坡一般为1:1 .3左右青面板坝常用的1:1 .7更陡，工程量省，堆石填澎层碾压后不仅沉陷量小，且不受面板施工及雨多响、一在抗震性能方面，优于上质防渗的堆石坝二种坝型必须用重型振动碾将堆石体碾压密实;正缩缝止水片须仔细埋设;面板与基础连接的混凑座，要做好基础处理及帷幕灌浆。钢筋混凝土面板的厚度e，考虑防渗和耐夕求，顶部一般为0.3米，其下随水头H增加为:e二(0 .002一0.003)H(米)，一般不作结构计算，两两向各为0.4一0.6%，并且设置从顶到底的竖作缝，间距12一18米。面板周边与混凝土基座之详伸缩缝止水片。有些重要工程还在基座内设置书道。
