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深层
相关语句
  deep
    STEP HOLE DRILLING METHOD FOR MEASURING PLANE RESIDUAL STRESSES IN DEEP LAYER
    钻阶梯形孔法测量深层平面残余应力
短句来源
    Use of Deep Underground Space in Japan
    日本深层地下空间利用综述
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    Testing results of composite foundation of lime-soil compaction piles at the power plant of Pueheng County—discussion on the method to eliminate the collapsibility of deep—seated loess
    蒲城县电厂灰土挤密桩复合地基试验成果——消除深层黄土湿陷性方法的探讨
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    ROD LENGTH CORRECTION METHOD OF DEEP SPT
    深层标准贯入试验杆长校正的方法
短句来源
    The Application and Prospect Of Deep Mixed Pile
    深层搅拌桩的应用与前景
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  deep layer
    STEP HOLE DRILLING METHOD FOR MEASURING PLANE RESIDUAL STRESSES IN DEEP LAYER
    钻阶梯形孔法测量深层平面残余应力
短句来源
    Design and construction of supporting structure of cement deep layer mixing pile and concrete pouring pile
    水泥深层搅拌桩—混凝土灌注桩组合支护结构设计与施工
短句来源
    Monitoring Recorder for Deep Layer Mixing of Multi-head Drill Rig
    多头钻机深层搅拌监测记录仪
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    Discussion on Some Technical Problems of Deep Layer Mixing Cement Soil Pile at Site
    关于就地深层搅拌水泥土桩若干技术问题的讨论
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    Simple discussion on sprayed mud constructional technology of cement deep layer stirring pile
    浅谈水泥深层搅拌桩喷浆法施工工艺
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  “深层”译为未确定词的双语例句
    Numerical Analysis of Deep-Seated Deformation in High-Steep Rock Slopes
    高陡岩质斜坡深层变形的数值分析
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    Determination of Safety Factor in the Nonlinear Stability Analysis of Gravity Dams
    论坝体深层抗滑稳定问题非线性分析中安全度的确定
短句来源
    Safety Construction Mechanism and Control Measures of theDeep Underground Continuous Concrete Wall
    深层地下连续墙安全施工机理及控制措施初探
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    A Systematical Analysis and Control Program Design for the Stabilization Slurry Used in the Construction of DeepUnderground Continuous Concrete Wall
    深层地下连续墙施工护壁泥浆的系统分析与控制程序设计
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    Analysis on Intensity of the Cement's Deeper-Layer Mixing Pile Body and Influencing Factors
    深层搅拌桩的桩身强度及其影响因素
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  deep
Deep submicron process technology is widely being used and interconnect structures are becoming more and more complex.
      
Analysis of armature reaction and winding inductances of permanent magnet brushless DC motor with deep slot concentrated coils
      
The two forests differ in forest humus layer; it is deep in the Ailao forest while little is present in the Xishuangbanna forest.
      
Based on a detailed investigation of vertical distributions of fine roots in Robinia pseudoacacia plantations at the Ansai Soil and Water Conservation Station, Shaanxi Province, a model was developed for the deep distribution of fine roots of R.
      
pseudoacacia, which reflects the growth of fine roots affected by the mixed process of infiltration water and deep soil water.
      
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  deep layer
Considerable alteration of these limiting agrochemical and biological soil properties (in the variant with NK application) leads to the soil degradation not only in the plow layer but also in the 1-m-deep layer.
      
Relative elevations of different elements of the microtopography and the soil bulk density values within the 2-m-deep layer have been measured at the same points, and the relationship between these characteristics has been analyzed.
      
The soil structure and the water stability of the soil aggregates in the upper 30-cm-deep layer have improved.
      
Wave equation wave field numerical modeling technology is applied to the observation that deep layer imaging is difficult below a screening layer of high-velocity basalt.
      
A three-dimensional baroclinic shelf sea model's numerical simulation of the South China Sea (SCS) middle and deep layer circulation structure showed that: 1.
      
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  deep zone
In the case of beech without a red heart, because of the high portion of inhibiting elements, such a deep zone of inhibition is formed in the concrete, that the concrete-relief picture barely shows any structures.
      
The results show that the volume fraction of red-stained (PAS-positive) material, as well as the frequency of occluded glomeruli, are similar in the superficial and the deep zone.
      
MR microscopy studies of the cartilage at the 12-week time point also found a trend toward longer T2 values and reduced anisotropy in the deep zone of the OA cartilage, consistent with increased hydration and less ordered collagen.
      
collected in a 80 to 120 m deep zone close to Barcelona (Spain) during the months of February-March 1981 were measured by atomic absorption spectrophotometry after subacute (10 ppm Zn for 3 wk) and acute (80 ppm Zn for 24 h) treatment with ZnSO4.
      
Caves of an early stage were formed within a deep zone of low thermal gradient.
      
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In view of the shortcomings of the contemporary methods and the general results of obser-vations,a more accurate method for the calculation of the stability of the foundation under aconcrete dam was presented,vertical and horizontal loads and also the hydrodynamical forces(percolating water pressure)acting within the foundations were considered.A feature of thepresent method was that the starting point of the slip face of the earth foundation under thedam was not regarded as a fixed one.Rather,its position was...

In view of the shortcomings of the contemporary methods and the general results of obser-vations,a more accurate method for the calculation of the stability of the foundation under aconcrete dam was presented,vertical and horizontal loads and also the hydrodynamical forces(percolating water pressure)acting within the foundations were considered.A feature of thepresent method was that the starting point of the slip face of the earth foundation under thedam was not regarded as a fixed one.Rather,its position was considered varied with the ex-ternal load,the hydrodynamic force,the length of the base of the dam,and the characteristicsof the soil,The load superimposed at the toe of the dam to maintain equilibrium of the foun-dation was used as an index of the foundation stability.The proposed method was found toagree satisfactorily with experimental results.

本文内容是对混凝土坝沙基稳定问题研究与分析的主要成果,对地基中设有板椿及未设板椿的混凝土坝之稳定提出新的近似计算方法,在计算中考虑了地基中渗透水压力以及地基上外界荷重(包括垂直与水平的均饰压力)的共同影响,此方法之特点是比较客观的反映了坝基开始破坏的真实情况,一般混凝土坝软弱地基在未承受到相当大的所谓“临界”垂直荷重之前开始发生破坏时地基中的塑性变形区仅占坝底之一部分并不扩展到整个坝底的范围,现有文献中计算地基深层破坏的方法差不多全是假定地基塑性变形区占满全部坝底,与实际情况不相符合,因此计算结果与实验资料相差很大,本文中作者曾以自己的实验资料以及别人的实际成果校核了新的计算法,计算与实验两方面的比较结果几乎达到一致,此计算法比较全面地考虑了影响地基稳定的所有主要的因素,可提供设计与研究工作作为参考。

The conventional limit equilibrium method for the calculation of the stability of a dam is the "Wedge Analysis" method, which is an analysis based on the assumption of a rigid base rock. In a series of gypsum models tests it has been observed that near the toe of the dam a plastic zone appeares, while the dam slides along a thin, soft layer inclined downstream. This paper presents a formula based on plasticity theory to estimate the safety factor of an isotropic base rock or a layered base rock laying on a thin...

The conventional limit equilibrium method for the calculation of the stability of a dam is the "Wedge Analysis" method, which is an analysis based on the assumption of a rigid base rock. In a series of gypsum models tests it has been observed that near the toe of the dam a plastic zone appeares, while the dam slides along a thin, soft layer inclined downstream. This paper presents a formula based on plasticity theory to estimate the safety factor of an isotropic base rock or a layered base rock laying on a thin soft layer (formulas (A), (B)). At the end of this paper, several examples are given for a comparation of "Wedge Analysis" method with the plasti-coty analysis method.

关于坝体抗滑稳定性计算,现在通用的极限平衡法指的是双斜滑动法.它把滑动体和阻滑体看作刚体来分析.对于坝体沿倾向下游的夹泥层产生深层滑动的情形,石膏模型试验表明失稳前坝趾处出现塑性区.本文用塑性力学原理分析失稳前的塑性区,得出了夹泥层上均质岩基及层状岩基安全系数与极限抗力的计算公式.文末给出大坝典型剖面抗滑稳定安全系数计算实例及与刚体分析法的比较.

The technique of deep mixing method is used to reinforcing soft cohesive ground,in which cement is used as a consolidating agent and a special deep mixing machine is utilized. The purpose of this technique is to increase the strength of the soil in a considerable depth by injecting cement slurry and by mixing of the cement slurry with the soil. Compared with the untreated soil,soil consolidated by this method has a compressive strength 40-100 times higher.This method is suitable for reinforcing the soft cohesive...

The technique of deep mixing method is used to reinforcing soft cohesive ground,in which cement is used as a consolidating agent and a special deep mixing machine is utilized. The purpose of this technique is to increase the strength of the soil in a considerable depth by injecting cement slurry and by mixing of the cement slurry with the soil. Compared with the untreated soil,soil consolidated by this method has a compressive strength 40-100 times higher.This method is suitable for reinforcing the soft cohesive ground,particularly the very soft clay.This paper introduces cardinal parts of the aforesaid technique: ①laboratory studies, ②research for deep mixing machine, ③in-situ experiments and applications of this technique to foundation engineering.Technical appraisement concluded that the dispansation of the consolidation agent, the deep mixing machine SJB-1,and the associated technology of the job basically have formed a system of deep mixing method on land suitable to our country. It offers a new method in the field of cohesive ground reinforcement,and will extend with a wider application in soft cohesive ground inprovement progressively.

深层搅拌法是用水泥作为固化剂,通过特制的深层搅拌机械,在地基深部就地将软粘土与固化剂强制拌和,使软粘土硬结而提高地基强度。这种新的地基加固方法适用于加固软粘土特别是超软土。本文介绍该技术的主要内容:①室内试验研究;②深层搅拌机械的研制;③深层搅拌法加固软粘土地基的现场试验和工程应用。该加固方法经技术鉴定认为:所研制的SJB-1型深层搅拌机、相应的搅拌工艺及专用固化剂配方等已基本形成一套适合我国条件的陆上深层搅拌技术,为我国软土地基加固技术增添了一种新方法,今后可在软土地基加固工程中逐步推广应用。

 
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