土石坝,earth-rock dam
1)earth-rock dam土石坝
1.Dynamical response analysis of theearth-rock dam on soft soil during earthquake;地震力作用下软基土石坝的动力响应分析
2.Cause of seepage ofearth-rock dam in Yunnan Province and treatment;云南省小型病险水库土石坝渗漏成因及防渗处理
3.Application of resistivity tomography nondestructive detection technique toearth-rock dam for Longfengshan Reservoir;龙凤山水库土石坝电阻率层析成像无损检测技术
英文短句/例句
1.Influence of the Core-wall Structure on Seismic Prevention for Earth Rock-fill Dams土石坝心墙结构对土石坝抗震的影响
2.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
3.Aging Disease Control of Earth-rock Dam and Break Analysis;土石坝老化病害防治与溃坝分析研究
4.Detection of dam leakage with isotope tracer method基于示踪方法的土石坝绕坝渗漏探测
5.Study on Earth Dam Overtopping and Instability Risk Analysis and Its Application;土石坝漫坝与坝坡失稳风险分析研究及应用
6.Review and Prospect of Development of Seepage Control Technique for Earth Dams and Earth-Rockfill Dams土坝与土石坝渗流控制技术发展的回顾与展望
7.Impermeable Geomembrane Dam Embankment Dam Structure on Stability Against Sliding;土石坝坝体土工膜防渗结构抗滑稳定研究
8.Joint structure model test of asphalt concrete core of embankment dams土石坝沥青混凝土心墙接头模型试验
9.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
10.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
11.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)
12.Study of Dam Slope Stability in Embankment Dam Based on Finite Element Analytic Method;土石坝坝坡稳定分析的有限元方法研究
13.Research on the Reliability of the Stability of the Earth-rock Fill Dam and Its Application;土石坝坝坡稳定可靠度研究及其工程应用
14.Study on the Treatment Scheme of Soft Foundation for Shuinuijia Embankment Dam;水牛家电站心墙土石坝坝基处理方案研究
15.Seepage Distribution Analysis of Right Abutment in Earth Dam of Yanshan Reservoir燕山水库土石坝右坝肩渗流场分布规律分析
16.Study on the Analysis Method and the Anti-seepage Measures for the Seepage Around the Earth-rockfill Dam土石坝绕坝渗流分析方法及防渗措施研究
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.Concurrent job Advisor of Water Resources and Hydropower Embandment Dan Imformation Net work.水利水电土石坝信息网顾问，《土石坝工程》杂志编委。
相关短句/例句
embankment dam土石坝
1.Application of low elastic modulus concrete anti-seepage wall inembankment dams;低弹模混凝土防渗墙在土石坝工程中的应用
2.CDesign and construction of composite geomembrane in tilting coreembankment dams;土石坝复合土工膜防渗斜墙的施工设计
3)earth-rockfill dam土石坝
1.Three dimensional analysis of the aseismatic stability of highearth-rockfill dam on deep overburden;深厚覆盖层上高土石坝抗震稳定性的三维分析
2.A study on safety monitoring model forearth-rockfill dam based on support vector machine;基于支持向量机的土石坝安全监测预报模型研究
3.Study on mechanism of hydraulic fracturing in core ofearth-rockfill dam;土石坝心墙水力劈裂机制研究
4)earth dam土石坝
1.Application of a novel equal-dimension new-information grey model to settlement prediction ofearth dam;一种改进的等维新息灰色模型及其在土石坝沉降预测中的应用
2.Effects of the initial rotation angle of principal stress ondynamic stability analysis ofearth dam;初始主应力偏转角α_0对土石坝动力计算结果的影响
3.Earth Dam"s Response to Multi-Point Input Seisimc Incitation and Relative Researching Method;土石坝多点输入地震反应分析及相关方法研究
5)earth rock dam土石坝
1.The anti-seepage body s construction is much importance in theearth rock dam construction.防渗体的施工是整个土石坝施工过程中的重中之重,它是土石坝正常运行的基本和保障,因此,防渗体的施工工艺和施工质量就具有非常重要的意义。
2.The seepage-breakage is one of the main crash models ofearth rock dam,so the warning sign is very important during the operation of the dam.渗流破坏是土石坝失事的主要模式,及早辨识其警兆对大坝安全运行至关重要。
3.Deformation inearth rock dam during its construction and operation is affected greatly by the factor of time.由于土石坝施工及运行期坝体变形受时间因素的影响较大,常因选取的数据时间段难以确定,造成土石坝安全综合评判模型存在较大的误差。
6)earth and rockfill dam土石坝
1.Earth and Rockfill Dam FEM Automatic Mesh Generation Process;土石坝有限元网格自动剖分程序研制
2.A study of synthetical judgement code ofsafety monitoring forearth and rockfill dam;土石坝安全监测综合评判准则研究
延伸阅读
土石坝土坝和堆石坝的统称。又称当地材料坝。土坝和堆石坝都是传统坝型，历史悠久，使用较为普遍，至19世纪已具有较高水平,最大高度已达50m。及至20世纪，特别是50～60年代，由于土石的施工技术发展，大型碾压设备如重型夯板、振动碾等的出现，各种粒径的石碴和块石可以和土、砂、砂砾等一样地进行碾压，因此土石坝得到了很大的发展。
