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跨孔
相关语句
  cross-hole
     Study on cross-hole ultrasonic testing method for cast-in-place concrete piles
     混凝土灌注桩的跨孔超声波检测方法研究
短句来源
     The Cross-hole Diffraction Tomography
     跨孔衍射层析成象技术
短句来源
     SUCCESSIVE LINEARIZATION METHOD IN CROSS-HOLE TOMOGRAPHY
     跨孔地震CT中的逐次线性化方法
短句来源
     using finite difference method the wave field record of cross-hole seismic wave is synthesized.
     用有限差分法合成跨孔地震波的波场记录.
短句来源
     CASCADE APPROACH FOR CROSS-HOLE SEISMIC TOMOGRAPHY
     跨孔地震层析成像的级联方法
短句来源
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  stride hole
     Application of Stride Hole Ultrasonic Wave in Quality Testing of Concrete Grouting Pile
     跨孔超声波在混凝土灌注桩质量检测中的应用
短句来源
     The paper has reviewed principle on testing defects of concrete with ultrasonic wve,and combine with examples introduced operating techniques. and comprehensive analyse of informations on testing quality of concrete grouting pile with stride hole ultrasonic wave and the evaluation method for pile quality and examine for testing result with stride hole ultrasonic wave.
     文章阐述超声波检测混凝土缺陷的原理,结合工程实例介绍跨孔超声波检测混凝土灌注桩质量的具体操作技术、资料的综合分析和对桩基质量的评价方法,以及对跨孔超声波检测结果的验证。
短句来源
  “跨孔”译为未确定词的双语例句
     TRANSBOREHOLE SYNCHRONOUS APPARENT RESISTIVITY SURVEY AND ITS APPLICATION
     跨孔同步视电阻率测量与应用
短句来源
     APPLICATION OF ACOUSTIC WAVE MEASUREMENT OVER HOLES INTO REINFORCEMENT FOR TUANJIE RESERVOIR
     跨孔声波测试在团结水库除险加固工程中的应用
短句来源
     In construction of Contract 5 of Shanghai Rail Transit Line 6, the tendons in one side of the main beam (Span Wb06~Wb07) is not able to be tensioned due to the corrugated pipe for tendons damaged by concrete vibration.
     上海城市轨道交通六号线5标段施工中,由于混凝土振捣导致预应力波纹管破裂而使Wb06~Wb07跨孔梁一侧主梁预应力钢束无法张拉。
短句来源
     STATISTICAL TOMOGRAPHY IN ANISOTROPIC MEDIA BY USING CROSSHOLE TRAVELTIMES OF qP WAVE AND qSV WAVE
     各向异性介质中利用跨孔qP波和qSV波走时的统计法成像
短句来源
     MEASUREMENT AND CALCULATION OF SEISMIC WAVE VELOSITY BETWEEN WELLS
     跨孔地震波速测试及计算
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  cross-hole
To measure the soil SWV, three methods are generally used in China, including the single-hole method, cross-hole method and the surface-wave technique.
      
In addition, verification using the cross-hole method of upper measuring points shows that the proposed optimized approach yields high precision in signal processing.
      
Good experience with the use of cross-hole seismic measurements for the search for deep-seated sliding surfaces is reported.
      
The shear wave velocities were determined, using the cross-hole seismic technique, at three sites selected to be representative of the different rock types present at the site.
      
Single-hole tests, hydraulic build-up tests, and cross-hole tests, hydraulic and electrical, were made in an attempt to identify the orientation and extent of the zone.
      
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In this paper, the results of material dynamic test in laboratory, the dynamic parameter measurement in the field and the dynamic response analysis for an earth-rock dam are summarized.In the shaft in situ, the transmission velocities of the dynamic wave in the soil stratum are determined by use of cross-hole method and down-hole method, from which the dynamic parameters are found. The data from dynamic test in laboratory have been compared with the dynamic parameters obtained in situ. In addition, a dynamic...

In this paper, the results of material dynamic test in laboratory, the dynamic parameter measurement in the field and the dynamic response analysis for an earth-rock dam are summarized.In the shaft in situ, the transmission velocities of the dynamic wave in the soil stratum are determined by use of cross-hole method and down-hole method, from which the dynamic parameters are found. The data from dynamic test in laboratory have been compared with the dynamic parameters obtained in situ. In addition, a dynamic response analysis for the dam body has been done with the use of dynamic parameters obtained. These results provide the basis of assessment of stability for the earth-rock dam at earthquakes.

本文总结了某土石坝的室内材料动力试验,叙述了现场动力参数的测定方法及动力反应分析.在现场的竖井中利用跨孔法、下孔法来测定动力波在土层中的传播速度,从而求出动力试验资料和现场的动力参数相互进行了验证。此外,还利用测定的动力参数对坝体进行了动力反应分析。这些结果为评价该土石坝在地震时的稳定性提供了依据.

Longkou power plant, Shandong province is located in an area of soft sandy clay layer liable to liquification. According to the Design the ground should suppert a load intensity of 245 kPa while the bearing capacity of the soft soil is only 117 kPa. So, it was decided to use stone columns for improTing the poor ground. This paper describes the results of in situ measurement and observed settlements of structures. The in-situ measurement includes:( 1 ) the ground acceleration due to horizontal vibrating force...

Longkou power plant, Shandong province is located in an area of soft sandy clay layer liable to liquification. According to the Design the ground should suppert a load intensity of 245 kPa while the bearing capacity of the soft soil is only 117 kPa. So, it was decided to use stone columns for improTing the poor ground. This paper describes the results of in situ measurement and observed settlements of structures. The in-situ measurement includes:( 1 ) the ground acceleration due to horizontal vibrating force caused by the vibroflot and its variation with the distance from the vibrating center;(2) large-sized plate loading tests with plate size of 3.2m × 3.2m and small-sized plate loading tests with plate area of 0.25m2 and 0.5m2;( 3 ) blow count of SPT, penetration resistance of CPT and dynamic paramenters by cross-hole method before and after the installation of stone columns;(4) pore water pressure induced by the installation of stone columns;( 5 ) heaving of ground surface.Up to now, the maximum settlement of 40 mm of main structure was observed.

龙口电厂建于山东省可液化的软土层地基上。该软土容许承载力[R]=117kPa。设计要求其容许承载力[R]>245kPa。采用碎石桩加固该软土取得了明显的效果。本文记述了现场试验和建筑物的沉降观测。现场试验包括:①测定振冲器水平振动力作用下产生的地面加速度以及制桩时引起的地面加速度与距振点距离之间的关系;②采用底面积为3.2m×3.2m的大型载荷试验和底面积为0.25m~2、0.5m~2的小压板载荷试验;③测定地基土在制桩前后的标准贯入击数和比贯入阻力的变化,用跨孔法测动力参数的变化;④设置碎石桩前后超孔隙水压力的变化;⑤地面标高的变化。目前建筑物的最大沉降量为40mm。

In this paper we present the principle and technique for measuring velocity of elastic waves in the bedrock with deep holes, and the effective watertight and pressure-proof measures taken. Using this method, the measurement in the bedrock of the reactor of a nuclear power station with holes(120m in depth) are completed with the anticipated results. The data, processed and analysed, have been provided for the construction of the above-mentioned nuclear power station.

本文介绍了基岩深孔的弹性波测试原理和测试技术及深孔测试中所采取的有效防水防压措施。并用此完成我国某核电站反应堆基岩深孔(孔深120米)的跨孔和单孔的测试任务,取得预期的结果。同时,对测得的资料进行处理和分析,为该核电站的建造提供了数据。

 
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