岳城水库
- 网络yuecheng reservoir
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介绍了SPC聚合物水泥砂浆和PT胶泥在岳城水库溢洪道面板混凝土修补处理中应用情况。
This paper introduces the utilization of SPC polymer modifying mortar and PT colloid paste for the repair of the spillway concrete pavement of Yuecheng Reservoir .
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以漳河流域岳城水库为例,采用PPCC检验法对坝前年最高水位常用的几种分布线型进行对比分析。
In this paper , taking Yuecheng reservoir of Zhanghe basin as an example , PPCC test is applied to compare several common distributions of the maximum annual water level of reservoir .
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岳城水库土坝非线性地震反应分析
Non-Linear Earthquake Response Analysis of Earth Dam of Yuecheng Water Reservoir
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岳城水库大坝水平位移观测和精度分析
Horizontal Displacement Observation Upon a Reservoir Dam and Its Accuracy Analysis
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岳城水库提高防洪标准方案分析
Analysis of Plan for Raising Flood-control Capacity of Yuecheng Reservoir
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岳城水库主坝浅层滑坡原因分析
Analysis of the reason the main dam of Yuecheng reservoir slid surface
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岳城水库供水工程贴边岔管设计
Design of branch pipe with welts for the Yuecheng Reservoir Water Supply Project
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煤层开采对岳城水库安全运行的影响
Impact of coal mining on safety of reservoir
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岳城水库溢洪道混凝土面板的修补处理
Repair of spillway concrete pavement in Yuecheng reservoir
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岳城水库土坝抗震加固有效应力动力分析
Effective stress dynamic analysis of earth dam at Yuecheng Reservoir with emphasis on aseismic measure
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岳城水库除险加固工程设计
Yuecheng reservoir risk-removal and remedy project design
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岳城水库土坝库水降落渗流与地震共同作用分析
Analysis of Joint Action of Seepage and Earthquake of Yuecheng Earth Dam during Reservoir Drawdown
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岳城水库库下采煤对其库区渗漏的影响研究
Research on the Effects of Coal Mining on Reservoir Area Leakage Under the Yuecheng Reservoir
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岳城水库下综放开采厚煤层的工程实践
Top coal caving longwall mining in high coal seams under Yuecheng Reservoir : an engineering practice
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基于有限元法与条分法相结合的岳城水库主坝浅层滑坡分析
Analysis of Main Dam of Yuecheng Reservoir Shallow Landslide Based on the Finite Element Method and the Bishop Method
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塑性混凝土防渗墙已成功应用于岳城水库除险加固工程。
Soil concrete has been successfully used on the cutoff wall construction of Yuecheng Reservoir as a reinforce & remove danger engineering .
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以潘家口水库和岳城水库流域中期降雨的预报为例,对该预报方法进行了检验,结果表明,方法有较高预报精度,可用于生产实践。
According to the result for testing , the method has a relatively high precision of prediction , and therefore can be taken into practice .
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因此,岳城水库塌岸研究具有探讨和学术研究价值,可以填补该研究领域空白。
Therefore , it has a relative high discussion and learned studying value to research Yuecheng reservoir collapse problem , also can supply a gap in this field .
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岳城水库供水工程,邯郸、安阳两城市引水岔管均采用内、外贴边补强板型式对取水口进行局部加强。
Both internal and external reinforcement welts are adopted for local reinforcement of the openings for diversion branch pipes to Handan and Anyang of the Yuecheng Reservoir Water Supply Project .
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岳城水库大副坝坝基为透水的第三系砂,由于历史的原因,上游未做防渗处理。
Foundation of the Yuecheng Reservoir Dafuba auxiliary dam is composed of the tertiary sand , and no impervious treatment was made to the upstream face due to some historical reasons .
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岳城水库土坝采用了上游压坡铺盖加固的方法,以防止坝体动力和静力坍滑。本文对该坝的有压坡铺盖断面和无压坡铺盖断面进行了大量的非线性静力计算和动力计算。
The earth dam at Yuecheng reservoir has been stabilized by a counter weight fill on the upstream slope to prevent its slide failure as result of static and seismic loading .
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岳城水库土坝位于地震高烈度区,坝体和坝基的地震液化是影响大坝安全的重要因素之一。
Earth dam of Yuecheng water reservoir is located at high intensity seismic region , seismic liquefaction of body and foundation of the dam is the important factor of the security of dam .
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本文研究了岳城水库土坝在库水位降落时坝体渗流和地震液化变形共同作用下的静力状况、动力状况和稳定情况。
In this paper , the static and dynamic response and the slope stability of Yuecheng earth dam under the joint action of seepage flow and earthquake excitation during reservoir drawdown are studied .
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本文通过对岳城水库主坝浅层滑坡原因的分析,说明库水位大幅度消落导致的渗透力对土坝安全的影响是很大的,应该引起足够的重视。
Through analyzing the main dam of Yuecheng Reservoir slid surface , the influence of the percolation force on the safety of an earth fill dam is so heavy , and it should be regarded highly .
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充分说明了三维建模在揭示砂体空间非均质性方面的巨大优势,对于指导目前大庆油田高含水后期储层精细描述和潜力分析研究有实际意义岳城水库土坝库水降落渗流与地震共同作用分析
The technique is useful for detailed reservoir description and potential study of Daqing Oilfield in the later period of high water cut . Analysis of Joint Action of Seepage and Earthquake of Yuecheng Earth Dam during Reservoir Drawdown
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岳城水库塌岸问题已经成为当地社会问题之一,塌岸造成耕地与经济损失较大,群众呼声强烈,塌岸研究具有很强的现实意义。
Yuecheng reservoir collapse is become a very concerned social issue in reservoir region , has caused a great land and economical loss , the local people intensively appeal to deal it , so it has a very high real-life significance .
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采用有限元法与条分法相结合的方式,以岳城水库主坝为例,对浅层滑坡坝段进行了非稳定渗流期的稳定分析,并与常规方法进行了对比。
Based on the mode of the finite element method and the bishop method , this article analysed the stability of the dam reach slid surfacely in the period of unsteading infiltration in the case of Yuecheng Reservoir , then contrasted the mode with general modes .