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high rockfill dam
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  高堆石坝
     Study on the optimal design software system for high rockfill dam
     高堆石坝优化设计软件系统的研究
短句来源
     Study of High Rockfill Dam Costruction Quality Statistical Management Method
     高堆石坝施工质量统计管理方法研究
短句来源
     Shaking table Test for High Rockfill Dam Constructed on Deep Overburden
     深覆盖层上高堆石坝的振动台试验研究
短句来源
     Rockfilling Construction Quality Control of High Rockfill Dam
     高堆石坝填筑施工质量控制
短句来源
     The terrain of construction field has big effect on the high rockfill dam with the characters of great fill quantity and high fill intensity. The material planning of rockfill dam is the center issue of controlling construction schedule and determining investment.
     高堆石坝具有填筑方量大、施工强度高、受地形条件影响大等特点,堆石坝料物调运问题是控制工程进度、决定投资的关键。
短句来源
  高土石坝
     Computer Integration Simulation for High Rockfill Dam Construction
     高土石坝施工计算机一体化仿真
短句来源
     EFFECT OF STRENGTH NONLINEARITY ON SLOPE STABILITY OF HIGH ROCKFILL DAM
     非线性强度参数对高土石坝坝坡稳定性的影响
短句来源
     The reliability of seepage prevention system is a key problem for high rockfill dam built on the foundation of large overburden depth.
     在深覆盖层地基上修建高土石坝,其防渗体系的可靠性是一项关键技术问题。
短句来源
     The 3-D Nonlinear Stress-strain Analysis of Pubugou High Rockfill Dam
     瀑布沟高土石坝三维非线性分析
短句来源
     Finally, the crack analysis method and anti-crack measures are suggested for the high rockfill dam.
     在此基础上,提出了高土石坝地震裂缝分析方法与抗裂措施。
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  “high rockfill dam”译为未确定词的双语例句
     Sanbanxi concrete facing rockfill dam stands 185.50, which total volume is 867.07×104m3 and the ratio of with to height is 2.28. For its complexities and randomicities, it is hard to accurately obtain some important parameters in construction design for Sanbanxi high rockfill dam with conventional method.
     三板溪水电站混凝土面板堆石坝最大坝高185.50m,坝体总填筑量867.07万m3,宽高比2.28,属狭窄河床高面板堆石坝。
短句来源
     A Study on the Suitability of Building the High Rockfill Dam in the Underside Dam Site of the Changheba Hydroelectric Station in Daduhe River
     大渡河长河坝水电站下坝址建高(堆石)坝适宜性研究
短句来源
     Shui Bu Ya hydro-project on the Qing Jiang River is a 227 meters high rockfill dam with imperious core , the major material of which is the decomposed shale.
     清江水布垭水利枢纽挡水建筑物为一高227m的心墙堆石坝,其心墙防渗料的主要料源为页岩风化料。
短句来源
     The dam of Shuibuya Project on Qingjiang River under design is a 227 m high rockfill dam with an impervious core. The main source of core material is of the weathered shale.
     设计中的清江水布垭水利枢纽大坝为227m高的心墙堆石坝,其心墙防渗料的主要料源为页岩风化料。
短句来源
     The deformation properties of core gravelly soil of the Nuozhadu high rockfill dam are studied by using medium-scale triaxial tests and the field loading tests.
     采用室内中型三轴试验和现场碾压载荷试验对糯扎渡高心墙堆石坝心墙砾石土料的变形特性进行了研究。
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  high rockfill dam
Effect of arch shape on the performance of a high rockfill dam
      
Then, considering the influence of many stochastic factors, integrated simulation for high rockfill dam construction (HRDC) is presented with technologies of cycle operation network (CYCLONE) and computer simulation.
      
Construction simulation for high rockfill dam (CSHRD) is the technology that takes advantage of computer simulation to observe and analyze a complex construction process, which is useful for construction design and management.
      
Theory and practice of construction simulation for high rockfill dam
      


This paper hystematically analyzes and summaries the stress—train—strength behavior of several kinds of coarse granular soil according to the results of numerous tests. Because the E—μ model which is used broadly has some defects, this paper presents a new non—linear K-G model which can describe the stress—strain behavior of coarse granulour soils. Using this proposal model, the stress and strain of several high rockfill dams calculated by FE method are given. These calcalated results are agreeable to...

This paper hystematically analyzes and summaries the stress—train—strength behavior of several kinds of coarse granular soil according to the results of numerous tests. Because the E—μ model which is used broadly has some defects, this paper presents a new non—linear K-G model which can describe the stress—strain behavior of coarse granulour soils. Using this proposal model, the stress and strain of several high rockfill dams calculated by FE method are given. These calcalated results are agreeable to those observed.

本文在大量的试验基础上,系统分析和总结了三种类型粗粒土的特性。并针对广泛应用的E~μ模型存在的问题,结合粗粒土的变形强度机理,提出了描述粗粒土特性的新的非线性K-G模型。该模型对几座高土石坝的应力-应变计算结果测资料吻合较好。

In this paper, the criteria of stress and deformation are proposed to judge the crack of high earth-rockfill dam. The static and dynamic numerical analysis of six design schemes for Pubugou dam, which is one of the highest earth-rockfill dam in China, are carried out by means of elastoplastic and equivalent viscoelastic constitutive model. Moreover, the possibility of crack induced by earthquake is discussed. Finally, the crack analysis method and anti-crack measures are suggested for the high rockfill dam....

In this paper, the criteria of stress and deformation are proposed to judge the crack of high earth-rockfill dam. The static and dynamic numerical analysis of six design schemes for Pubugou dam, which is one of the highest earth-rockfill dam in China, are carried out by means of elastoplastic and equivalent viscoelastic constitutive model. Moreover, the possibility of crack induced by earthquake is discussed. Finally, the crack analysis method and anti-crack measures are suggested for the high rockfill dam.

本文首先建议了判别土质心墙坝地震裂缝的应力与变形判据。然后,运用“南水”双屈服静力弹塑性数值模型及等价粘弹性动力模型,结合瀑布沟高心墙堆石坝进行了6种方案的静、动力应力应变计算。对该坝产生地震裂缝的可能性提出了判断分析。在此基础上,提出了高土石坝地震裂缝分析方法与抗裂措施。

In this paper, the 3-D nonlinear stress-strain analysis is given for Pubugou high rockfill dam and its two foundation concrete cut-off walls inserted into the vertical core. The caculated results show that there are strong space effects and obvious "double arching effects" in the dam; there is not enough security against hydraulic fracturing in the lower part of watertight core and there are large com-pressive stress imposed in two concrete cut-off walls. The mode of insertion between cut-off walls...

In this paper, the 3-D nonlinear stress-strain analysis is given for Pubugou high rockfill dam and its two foundation concrete cut-off walls inserted into the vertical core. The caculated results show that there are strong space effects and obvious "double arching effects" in the dam; there is not enough security against hydraulic fracturing in the lower part of watertight core and there are large com-pressive stress imposed in two concrete cut-off walls. The mode of insertion between cut-off walls and core is reasonable and practicable.

本文采用三维非线性模型,对瀑布沟深覆盖层高土石坝插入式方案的应力应变状态进行了分析,计算结果表明,坝体空间效应显著且“双拱效应”明显存在:心墙底部抗水力劈裂不足;基础混凝土防渗墙受较大的压应力控制。防渗墙和坝体心墙的插入式连接方案合理可靠。

 
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