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复杂条件下
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  complex conditions
     Pipe Jacking of SH-308 Microtunelling Machine under Complex Conditions
     SH-308型微型隧道顶管机在复杂条件下的施工
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     DEFORMATION CHARACTERISTIC OF TUNNEL SURROUNDING ROCK UNDER COMPLEX CONDITIONS
     复杂条件下隧道围岩变形特征
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     Safety and quick recovering technology at light face under complex conditions
     复杂条件下轻放面安全快速收作技术
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     Depth imaging technique in complex conditions
     复杂条件下的深度成像技术
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     FINITE ELEMENT ANALYSIS ON ELASTO-PLASTIC CONSOLIDATION OF HIGH EMBANKMENT IN MOUNTAINOUS AREA UNDER COMPLEX CONDITIONS
     复杂条件下山区高路堤弹塑性固结问题的有限元分析
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  complex condition
     Finite Element Calculation Method of 3D Electromagnetic Field under Complex Condition
     复杂条件下3D电磁场有限元计算方法
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     Support Design and Construction of Deep Foundation Pit in Complex Condition
     复杂条件下深基坑支护设计与施工
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     MONITORING AND CONTROL OF CONSTRUCTION DEFORMATION OF URBAN SHALLOW-BURIED LARGE-SPAN DOUBLE-ARCH TUNNEL UNDER COMPLEX CONDITION
     城市复杂条件下浅埋大跨双连拱隧道施工变形监测与控制
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     Reinforcing construction of foundation of equipment u nder the complex condition
     复杂条件下设备基础的加固施工
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     The Analysis and System Design for Slope Stability of Road in the Complex Condition
     复杂条件下公路边坡稳定性分析与系统研制
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     Study and Analysis of Precision Promotion of RTK Elevation in Complicated Conditions
     复杂条件下提高RTK观测高程精度的研究与分析
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     Cementing Techniques under Complicated Conditions in Heba 1 Well
     河坝1井复杂条件下固井工艺技术
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     Adjacent Building Protection and Foundation Pit Support Under Complicated Conditions
     复杂条件下邻近建筑物的保护和基坑支护
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     Research for the Surrounding Rock Mass Classification in the Complicated Conditions
     复杂条件下围岩分类研究
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     Limit Analysis and Elastio-plastic Finite Element Analysis of Lateral Pressure of Large Diameter Silo under Complicated Conditions
     复杂条件下大型筒仓侧压力的极限分析与弹塑性有限元分析
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  complex conditions
These processes are dramatically manifested under deltaic coastal-marine complex conditions that serves as a natural lithodynamic and geochemical barrier.
      
Measuring Characteristics of Magnetic Conductors for Signal Transformers under Complex Conditions of Alternating Magnetization
      
The comparison is performed for the complex conditions under which rails are tested.
      
The Changqing Geophysical Company, working in these complex conditions, has established a suite of technologies for high-fidelity processing and fine interpretation of seismic data.
      
Myofascial pain syndrome (MPS) and fibromyalgia (FM) are complex conditions and pose significant challenges to clinicians and patients.
      
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This article reviews the pathophysiology and experimental data underlying treatment recommendations for this emerging and complex condition.
      
This paper will address this complex condition, focusing on its history, definition, epidemiology, pathophysiology, recognition, risk factors, and clinical quantification.
      
In particular, gene expression profiling research is leading to better understanding of this complex condition and may improve the outlook for patients with heart failure in the future.
      
Specifically, subjects with left stroke showed deficits in the open-loop component of the movement across all three conditions of task complexity, and a prolonged reversal phase surrounding target impact, particularly in the most complex condition.
      
In contrast, subjects with right stroke showed deficits in the closed-loop phase of the movement prior to target impact, particularly in the most complex condition when visual information was necessary for accuracy.
      
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Based on Newmark's influence chart, an improved method of computing stresses in subsoil at different depths by using the influence value curves or tables is developed. Moreover, the deformation influence chart, influence value curves and tables for computing the settlement of foundation according to the layers summation procedure given in the current code are also presented. They can be used both for uniform and nonuniform subsoil strata even for complicated conditions.Finally, according to the deformation influence...

Based on Newmark's influence chart, an improved method of computing stresses in subsoil at different depths by using the influence value curves or tables is developed. Moreover, the deformation influence chart, influence value curves and tables for computing the settlement of foundation according to the layers summation procedure given in the current code are also presented. They can be used both for uniform and nonuniform subsoil strata even for complicated conditions.Finally, according to the deformation influence chart, the effecting range of the adjacent foundation and loads in the horizontal direction that should be considered is suggested, and this is equal to 1.1 times the thickness of the compressed subsoil layer.

本文根据纽马克(Newmark)的应力感应图提出一种用感应值曲线或查表来计算土中不同深度处应力的简便方法,即不用多次作图的改进方法。并提出了按现行规范的分层总和法计算沉降的变形感应图、变形感应值曲线和表,适用于均质和非均质地基在复杂条件下的沉降计算。 此外,还根据变形感应图提出在沉降计算中考虑相邻基础或荷载时在水平方向需考虑的影响范围,其值为1.1倍地基压缩层的厚度。

A new investigation on the principle involved in the use of Photoelastic method for the determination of stress intensity factor K_I is made. It is proposed that the local stress field at the crack front consists of a singular field and a finite field. The results thus obtained can be applied to cracks under complicated conditions, which so far cannot be solved effectively by other approaches yet. The fundamental equations applicable to photoelastic analysis is herein developed and several appropriate programs...

A new investigation on the principle involved in the use of Photoelastic method for the determination of stress intensity factor K_I is made. It is proposed that the local stress field at the crack front consists of a singular field and a finite field. The results thus obtained can be applied to cracks under complicated conditions, which so far cannot be solved effectively by other approaches yet. The fundamental equations applicable to photoelastic analysis is herein developed and several appropriate programs of experimental analysis are provided. Furthermore, a review is made for the five methods of analysis which are in current use in our country and abroad. Analysis is made on resulting errors in some methods as well as the range of applications of these methods. In this paper the "exact solution" method is used to solve the problem of how to reflect the parameter K_I at crack tip through the parameters in the "reliable" region. The difficulties in measuring the parameters at crack tip on account of "tip blunt" are thus overcome. The validity of the assumptions made in this paper is examined by a practical example with theoretical analytical expressions (using the Westergaard complex stress function) as well as by the analysis of photoelastic experimental results. Finally, the experimental results of a two-dimensional and a three-dimensional problem are utilized for further examination on the method here developed, and this gives further evidence of the effectiveness of the proposed method.

本文对光弹性确定应力强度因子K_I的分析原理做了新的探索。提出裂纹前缘局部应力场是由奇异场和有界场组合而成,由此获得结果可以应用到复杂条件下的裂纹中去,而目前其他手段似乎尚难以解决。本文建立了适用于光弹性分析的基本方程系。提出几个合理的实验分析方案。对目前国内外使用的五种分析方法做了评述。对这些方法的误差及适用范围进行了分析。本文“精确解”法解决了如何用“可信赖”区内的参量去反映裂纹尖端的参量K_I,克服了因“尖端钝化”而无法测出裂纹尖端参量的困难。本文假定的合理性用实例的理论解析式(运用Westergaard复变应力函数)和实验结果的分析中得到验证。最后引用了二向和三向问题实验结果作比较验证,从而表明了本文提供的分析方法的有效。

In order more accurately to determine the mound shape of ejecta and use the directional blasting for various complex conditions,the author presents a simple mechanical model-whole throwing bits of rock move and fall with ballistic path.The model is based upon the analysis and induction of large amount of data obtained from fifty or more directional-throw blasting dams.It has been used in the design and construction of Sun Jia Hsia Reservoir,though the model is only in its preliminary stage and far from complete.However,it...

In order more accurately to determine the mound shape of ejecta and use the directional blasting for various complex conditions,the author presents a simple mechanical model-whole throwing bits of rock move and fall with ballistic path.The model is based upon the analysis and induction of large amount of data obtained from fifty or more directional-throw blasting dams.It has been used in the design and construction of Sun Jia Hsia Reservoir,though the model is only in its preliminary stage and far from complete.However,it can explain and demonstrate almost all practical blasting events of building dams.Certainly,there is more room for the improvement of the model.This paper briefly presents the design method,and demonstrates how it is used in the dam construction and the result obtained after detonation is also included.

在各种复杂条件下,为了准确地确定定向爆破抛掷土堆的形状,作者提出了一种简单的机械模型——整体弹道抛掷法。这种模型是基于五十几次定向爆破筑坝的大量数据分析归纳的结果。在设计和构筑盛家峡水库时,应用了这种模型,虽然这种模型只在初始阶段,还不很完善。但是,它可以解释和验证几乎所有的爆破筑坝工程。当然这种模型还待进一步改善。 本文扼要地介绍了在筑坝时,怎样应用这种方法和设计的方法。文中并给出了爆破结果。

 
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