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seepage condition
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  渗漏条件
     Analysis of karst development regularity and seepage condition under the upper reservoir of Langyashan pumped storage station
     琅琊山抽水蓄能电站上水库岩溶发育规律及渗漏条件分析
短句来源
     ANALYSIS ON MONOCLINIC KARST AQUIFER AND ITS SEEPAGE CONDITION—A Case in the River Bend of Jiangpinghe Hydropower Station, Loushui River,Hubei Province
     单斜构造岩溶含水层及其岩溶渗漏条件分析——以湖北水江坪河水电站河湾地块为例
短句来源
  “seepage condition”译为未确定词的双语例句
     The four sides around soil samples are designed as elastic and plastic boundary with organic glass material on which distributed many small drainage holes according to a certain density so as to simulate the seepage condition of the boundary of sample. The sizes of soil samples are much bigger than that of the routine ones, such as 20 cm × 20 cm × 20 cm, 30 cm × 30 cm × 30 cm and 40 cm × 40 cm × 40 cm.
     土样侧限条件设计为具有弹塑性特点的有机玻璃板,板内贴有渗透系数与淤泥质土渗透系数相近的滤纸,板上模拟土体边界渗流条件开一定密度的细小排水孔,土样的尺寸为20 cm×20 cm×20 cm,30 cm×30 cm×30 cm和40 cm×40 cm×40 cm三种规格;
短句来源
     1. The particle distribution and seepage condition of tailings material are investigated by a lot of physical experiments. Compress and strength properties are studied by compress tests, direct tests and triaxial shear experiments.
     本文以江西铜业股份有限公司的两个尾矿坝作为示范工程,进行了以下几个方面的研究工作:1、通过尾矿的基本物理特性试验,研究了尾矿料的颗粒分布及渗透情况,采用压缩试验、直剪试验和三轴试验,分析了尾矿材料的压缩特性和强度特性。
短句来源
     Through analyzing the prototype observation data of dam seepage of Shangyou reservior and Combined with the calculation result of the limited element method on seepage,we inverse,fit and analyze the actual seepage condition of the present dam in order to judge the safety degree of the dam and put forword the behavior forecast value of dam in the future high water level
     通过对上游水库大坝渗流原型观测资料的分析 ,并结合渗流有限元法计算结果 ,反演拟合分析当前大坝的实际渗流状态 ,以判断大坝的渗流安危程度 ,进而提出未来高水位情况下大坝渗流性态预报值
短句来源
     Analysis of Earth Slope Stability under the Seepage Condition
     渗流作用下土质边坡稳定性分析
短句来源
     So centrifuge model test technique can be used to forecast consolidation and seepage condition of prototype.
     因此,利用离心模型技术可以预测原型的固结情况和渗流情况。
短句来源
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  相似匹配句对
     The results indicate that the condition of the dam seepage is normal.
     结果表明:大坝左岸岸坡的渗流性态基本正常.
短句来源
     Chapter 2 is seepage numerical model and boundary condition.
     第二章为渗流数学模型及定解条件。
短句来源
     condition and implement the p.
     条件及 p.
短句来源
     Under the condition:(H) (?)
     (H) (?)
短句来源
     Free Seepage and Its Application
     自由入渗及其应用
短句来源
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  seepage condition
Under the potentially more erodible seepage condition, the second rainfall event produced only 1.3, 1.8, and 1.5 kg m-2 h-1 sediment from the same range of slopes and runoff rates.
      
Figure 8 shows the steady state of seepage condition during a flood simulation test in December 2000.
      


The study on improvement of loose weak coal ash deposit by vibroflotation method, in which sandy cobble instead of stone has been used for stone column material, and the finite element method analyses of seepage, seismic liquefaction and seismic stability of ash-retention dam are presented in the paper. The field test and construction quality inspection results show that the loose weak ash could be strengthened to dense condition by vibroflotation, and the shear strength, bearing capacity, capacity of anti-liquefying...

The study on improvement of loose weak coal ash deposit by vibroflotation method, in which sandy cobble instead of stone has been used for stone column material, and the finite element method analyses of seepage, seismic liquefaction and seismic stability of ash-retention dam are presented in the paper. The field test and construction quality inspection results show that the loose weak ash could be strengthened to dense condition by vibroflotation, and the shear strength, bearing capacity, capacity of anti-liquefying of combined ash foundtion could be increased remarkablebly. The finite element method analysis results show that the seepage condition, capactity of anti-liquefying and seismic stability of ash storage could be improved by vibro-replacement sandy cobble columns to meet the requirement of the construction of sub-dam and normal operation of ash storage.

本文介绍了用砂卵石代替碎石作桩身填料,振冲法加固松散软弱灰基的试验研究及灰坝的渗流、液化与动力稳定计算分析。现场试验表明,砂卵石振冲桩加固可以使灰基振冲到密实状态,复合灰基的抗剪强度、承载能力、抗地震液化能力均有显著提高。有限元计算分析表明,灰基用振冲法加固对于改善贮灰场渗流状态,提高贮灰场抗地震液化的能力及灰坝的动力稳定性有显著作用,从而保证了子坝加高的稳定安全。

The results of prototype observation of Lubuge Dam in the deformation,seepage and soil pressure from Jan. in 1987 to Jun. in 1991 are presented comprehensively in this paper.The dam is safe after first normal high water level. But some unsafe factors should be noticed,for example,the shear and tensile deformation near the two side bank are greater,the connection of the core and concrete course in the side bank is loose, the seepage condition of contact face is worse and the crack is produced at the top...

The results of prototype observation of Lubuge Dam in the deformation,seepage and soil pressure from Jan. in 1987 to Jun. in 1991 are presented comprehensively in this paper.The dam is safe after first normal high water level. But some unsafe factors should be noticed,for example,the shear and tensile deformation near the two side bank are greater,the connection of the core and concrete course in the side bank is loose, the seepage condition of contact face is worse and the crack is produced at the top of dam.

本文全面叙述了鲁布革坝自1987年1月开始填筑,至1991年6月的变形、渗流、土压力原型观测结果的整理分析,及对其安全评价。经初次正常高水位的运行,大坝是安全的。但也存在一些应予重视的不安全因素,如两岸剪切位移、拉伸位移均较大,可能使心墙与两岸混凝土垫层接触不紧密,接触面的抗渗条件也比心墙内部差,以及在坝顶接触面部位产生裂缝等。

The results of prototype observation of Lubuge Dam in the deformation, seepage and soil pressure from Jan. 1987 to June, 1991 are presented comprehensively in this paper. The dam is safe after first normal high water level. But some unsafe factors should be noticed, for example, the shear and tensile deformation near the two side bank are greater, the connection of the core and concrete course in the side bank is loose, the seepage condition of contact face is worse and the crack is produced at the top...

The results of prototype observation of Lubuge Dam in the deformation, seepage and soil pressure from Jan. 1987 to June, 1991 are presented comprehensively in this paper. The dam is safe after first normal high water level. But some unsafe factors should be noticed, for example, the shear and tensile deformation near the two side bank are greater, the connection of the core and concrete course in the side bank is loose, the seepage condition of contact face is worse and the crack is produced at the top of dam.

本文全面叙述了鲁布革坝自1987年1月开始填筑,至1991年6月的变形、渗流、土压力原型观测结果的整理分析,及对其安全评价。经初次正常高水位运行,大坝是安全的,但也存在一些应予重视的不安全因素,如两岸剪切位移、拉伸位移均较大,可能使心墙与两岸混凝上垫层接触不紧密;接触面的抗渗条件也比心墙内部差,以及在坝顶接触面部位产生裂缝等。

 
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