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坝址区     
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  dam area
     These analysis results of ground stress field in this area are consistent basically with the measured informations and data in situ, the effect caused by changes of the geologic structure plane and geographical undulation, the fracture tectonic system in dam area and its mechanical properties.
     该地区地应力场分析结果与实测资料、区内地质结构面、地形起伏变化的影响、坝址区断裂构造体系及其力学特性基本相符。
短句来源
     A Study on the Characteristics and Engineering Effects of Abnormal Geothermal in Hemenkou Dam Area of Wudongde Hydroelectric Station on Jinshajiang River
     金沙江乌东德水电站上河段河门口坝址区地温异常特征及其工程效应研究
短句来源
     ANALYSIS OF GROUNDWATER FLOW SYSTEM IN THE DAM AREA OF XILUODU HYDROELECTRICAL STATION
     溪洛渡水电站坝址区地下水流动系统分析
短句来源
     The dam area of Renzong River Reservoir dam with complex geological conditions, base foundation covered with deep silt loam soil.
     仁宗海水库电站堆石坝坝址区地质条件十分复杂,坝基有深厚淤泥质壤土土层。 完全在软弱的淤泥质壤土层地基上修建大坝,在国内外还没有先例。
短句来源
     the range of seepage area in the dam site is determined rationally through the evaluation for geologic structure and strata distribution of both banks; the numerical calculations about three-dimensional seepage flow with in the range of 1.2×1.2 km~2 in dam area are performeed by using the calculating programs for three-dimensional seepage flow.
     通过两岸地质构造和岩层分布评价,合理确定了坝址区渗流涉及的范围,应用三向渗流计算程序,进行了渗透坝区1.2×1.2km~2范围内的三向渗流数值计算。
短句来源
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  dam site area
     Probing into the Karst developing features and exploring method of the Longyan power station dam site area
     陇眼电站坝址区岩溶发育特点及勘探方法初探
短句来源
     STUDY OF LEAKAGE POSSIBILITY AND DEPTH OF PREVENTION TREATMENT IN THE DAM SITE AREA OF AGANG RESERVOIR
     阿岗水库坝址区渗漏可能性与防渗深度的研究
短句来源
     Deformation Obervation Network At the Dam Site Area of Ankang Hydropower station
     安康水电站坝址区变形观测系统
短句来源
     This article fully describes the engineering geological conditions of Longtan Hydropower Station, the high slope geological conditions and some countermeasures, on the basis of a large number of geological explorations on the dam site area of Longtan Hydropower Station on the characteristics of the rock mass mechanics, the stability of the surrounding rocks of the large underground cavities, the stability of high slope around the structures, the geological conditions of the left bank creep rock masses and the natural building materials further more.
     对龙滩水电站坝址区进行了大量的地质勘探工作,对坝址岩体力学特性、大型地下洞室群围岩稳定性、建筑物高边坡稳定性、左岸倾倒蠕变岩体及天然建筑材料等关键性工程地质问题进行了专题研究,较为全面地揭示了枢纽区工程地质情况、主要建筑物工程地质条件及高边坡地质条件和工程处理措施。
短句来源
     The phenomenon of large-area dynamic relaxation of surrounding rockmass has been observed in Daliushu dam site area of the Yellow River, which is characterized mainly by release of geostatic stresses, open of structural planes and marked reduction of density of rocks.
     黄河黑山峡大柳树坝址区存在大面积、大范围的岩体松动现象,主要特征是岩体应力释放,结构面张开,密度显著下降。
短句来源
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  dam site zone
     STUDY ON THE REGRESSION ANALYSIS OF THE INITEAL GEO-STRESS FIELD OF THE DAM SITE ZONE OF A CERTAIM HYDROPOWER STATION
     某水电站坝址区三维初始地应力场反演回归分析
短句来源
  dam location area
     In the light of the main engineering geological conditions and exi st ing problems of the dam location area, this paper makes comparison of the seepag e prevention schemes of the dam foundation and the ancient watercourse on the le ft bank, and determines the seepage prevention measure of combining the plastic concrete cut-off wall and the two-row curtain grouting, which solves well the seepage problem existing in the dam location area.
     针对横泉水库坝址区主要工程地质条件及存在的问题,对坝基及左岸古河道防渗方案进行了比较,确定了塑性混凝土防渗墙结合双排帷幕灌浆的防渗工程措施,较好地解决了坝址区存在的渗漏问题。
短句来源

 

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      dam area
    It has been demonstrated by analyzing the DSS data in the Three Gorges Dam area that S wave splitting and polarization anomalies are reliable means for studying seismic anisotropy of crustal medium and the direction of regional tectonic stress field.
          
    We found that: ① In dam area of the reservoir, gravity effect resulted from water load increase is the most significant, maximum gravity change is 200×10-3 m/s2, but this effect is limited in amplitude and range.
          
    New Sr and Pb isotopic data are presented for basaltic to rhyolitic volcanics from the Rooiberg Group of the Transvaal Sequence in the Dullstroom-Loskop Dam area of the eastern Transvaal.
          
    A comparison has been made in the Aswan Dam area between geoids determined using fast Fourier transform (FFT) with gravity disturbances exclusively and LSC using only the gravity disturbances and the disturbances combined with GPS/levelling data.
          
    Origin of Archean migmatites from the Gwenoro Dam area, Zimbabwe-Rhodesia
          
    更多          
      dam site area
    The maximum water depth in the dam site area is about 111 m.
          
      dam site zone
    Pumping tests were conducted at some wells that were drilled within the dam site zone and drawdown-time curves were constructed, by means of which the transmissivity and storage coefficients were assessed using two different methods.
          
    In addition, sodium ion concentrations at different piezometric tip elevations were measured in a number of wells that were previously drilled inside the dam site zone.
          


    The phenomena of disk-shaped fractures of cores and of rock burst are described. This is followed by a presentation of stress measurements carried out in the river bed and in galleries. Fracture mechanisms of rock and stress distributions surrounding the underground power house are analysed by the finite element method. Furthermore test results with the rock samples tested by the servocontrolled stiff machine using the acoustic emission technigue are also introduced.

    本文描述了二滩坝址区出现的饼状岩芯及岩爆现象。然后介绍了在河谷中及平洞里进行的一系列应力测量的结果。最后用有限元方法分析了岩石破裂机制及地下厂房周围的应力分布,并介绍了应力在实验室中用液压伺服刚性压力机对一些试样加压及用声射仪进行监测的试验结果

    This paper introduces the geological structures features of Longmen dam site and analyzes formation and types of clay interactions, located mainly nearby the axis of warping. The continuity and development of the clay interactions are found to vary with continuity of the weakened stratum and clay content.

    本文介绍了黄河龙门水库坝址区地质构造特征,分析论证了泥化夹层的成因和构造类型。泥化夹层的分布,主要在挠曲轴部附近,泥化夹层的连续性和发育程度是随软弱岩层的连续性及泥质成分含量多少而变化的。

    On the basis of the measured informations and data of ground stress of the second lock-chamher, and through calculating two sections which is parallel and perpendicular to the lock axis, the finite element analysis and multiple elements linear regression have been performed, being optimized regression equations.By means of calculations and analysises, preliminary recognitions of the ground stress field for this area are as follows: above depth 150 m, the geologic structure stress field is the main part, major...

    On the basis of the measured informations and data of ground stress of the second lock-chamher, and through calculating two sections which is parallel and perpendicular to the lock axis, the finite element analysis and multiple elements linear regression have been performed, being optimized regression equations.By means of calculations and analysises, preliminary recognitions of the ground stress field for this area are as follows: above depth 150 m, the geologic structure stress field is the main part, major principal stress is north east east in direction; below depth 180m, the dead weight stress field is the main part, major principal stress incrases lineally with depth and its direction tending to perpendicular. Below depth 150m, the main press direction of geologic structure stress turns gradually to north north-west from north-east east. These analysis results of ground stress field in this area are consistent basically with the measured informations and data in situ, the effect caused by changes of the geologic structure plane and geographical undulation, the fracture tectonic system in dam area and its mechanical properties.

    本文以三峡工程船闸二闸室北坡300号钻孔不同测段深度的地应力实测资料为依据,通过该钻孔顺船闸轴线和垂直船闸轴线作两个计算剖面,进行有限元计算和多元线性回归,并优化回归方程。经计算分析初步认识如下:在深度150m的上部,以地质构造应力场为主导,大主应力方向为北东东向;在深度180m的下部,以自重应力场为主导,大主应力随深度线性增加,并趋干铅垂方向。地质构造应力场的主压方向,深度超过150m以下,由原来北东东向转为北北西向。该地区地应力场分析结果与实测资料、区内地质结构面、地形起伏变化的影响、坝址区断裂构造体系及其力学特性基本相符。

     
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