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foundation ground
相关语句
  地基
     Foundation Ground and Foundation Design for High-floor Building
     高层建筑地基及基础设计
短句来源
     Dynamical Analysis of Normal Impact of a Finite Elastic Rod on Finite Elastic Foundation Ground Beams
     有限长弹性杆对有限长弹性地基梁横向冲击的动力学分析
短句来源
     Application of densification by gravel piles in soft foundation ground treatment
     碎石挤密桩在处理软弱地基中的应用
短句来源
     According to the stipulations of“Code for Design of Building Foundation”(GB50007-2002),bar foundation ground is distribut ed sharply to accord with reacting fo rce under certain terms under the post,and can be regarded as the basic roof beam of rigidity.
     根据《建筑地基基础设计规范》(GB50007-2002)规定,柱下条形基础在一定条件下地基反力符合直线分布,可视为刚性基础梁。
短句来源
     (2) According to influencing depth of foundation ground additional stress and influencing scope of deuterogenous stress of cave under foundation, the author classifies the cavern foundation into three types, that is, deep burying cavern foundation, shallow burying cavern foundation and cavern foundation without influence of cavern.
     (2) 根据建筑地基附加应力的影响深度及地基洞室次生应力的影响范围,将岩石洞室地基分为深埋洞室地基、浅埋洞室地基和洞室无影响地基三大类。
短句来源
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  “foundation ground”译为未确定词的双语例句
     During the process of analysis for the seepage deformation characteristics of Weihe Mide-stream levee foundation ground, the paper, a dopting several methods respectively, makes assessments and deferminations for the soils seepage deformation pattern and critical hydraulic gradient and allowable gradient.
     该文在对渭河中游堤基渗透变形特征分析过程中 ,分别采用几种方法对土的渗透变形类型及临界水力坡降或允许坡降进行了判别、确定 ,并根据堤基实际水力坡降与土的允许水力坡降对堤基稳定性进行了评价 ;
短句来源
     DISCUSSION ON SEVERAL PROBLEMS OF THE PLATE - LOAD TEST ON COMPOSITE FOUNDATION GROUND
     复合地基载荷试验中几个问题的探讨
短句来源
     THE ANCHORING TECHNOLOGY IN GEOTECHNICAL ENGINEERING(Ⅷ)——ANCHORING OF FOUNDATION GROUND、FOUNDATION AND UNDERGROUND EXCAVATIONS
     岩土工程中的锚固技术(八)——锚杆在地基基础和地下工程中的应用
短句来源
     A coupling finite element and boundary element model is established and the interaction of foundation ground and foundation beam is analyzed under uniformly distributed loading. In the modeling, the strongpoints of finite element and boundary element are given full play; the infinite area is simulated by applying finite element;
     充分发挥边界元和有限元的优点,利用有限元模拟有限区域,引入二次曲线元和无穷边界元来模拟无限边界区域.建立有限元-边界元(FEM-BEM)耦合模型,分析了在均布荷载作用下半无限地基与基础梁之间的相互作用.
短句来源
     Based on the moment method ,this paper puts forward the best calculating equation of the foundation ground resistance of the three cylindrical reinforced concrete.
     本文利用矩量法 ,得出了三根钢筋圆柱形混凝土基础接地电阻的计算的最佳拟合方程
短句来源
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  相似匹配句对
     (2) ground and foundation;
     ②地基与基础;
短句来源
     Foundation treatment on complicated ground
     复杂场地上地基处理实例
短句来源
     The foundation in the marsh
     沼泽地带的地基处理
短句来源
     The Energy Foundation
     能源基金会
短句来源
     Ground Cherry
     酸浆(或称地樱桃)
短句来源
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  foundation ground
For that reason pressuremeter tests in foundation ground under pier P3 in the river bed were performed.
      
Since the lateral flow generates an external force on the structures in foundation ground, the lateral flow must be estimated accurat ely as a earth pressure.
      
It strongly affects the stability of structures such as foundation piles and underground pipes adjacent to the external load on the foundation ground.
      
Experimental Study on Bearing Capacity of Geogrid Reinforced Foundation Ground.
      
All slabs-on grade must include a below-slab gravel capillary break and a foundation ground water collection and drainage system.
      


This paper discusses the basic characteristics and its recent development of the dam foundation ground water quality at the Chencun Hydroelectric Power Station.lt points out that under the condition of water storing, there exists complex liquid-solid two phase mutual hydro-geochemical action in the dam foundation seepage field. It reflects the seepage behaviour the effect of the anti-seepage curtain body at the dam foundation and the time--space variation. Consequently the periodical study...

This paper discusses the basic characteristics and its recent development of the dam foundation ground water quality at the Chencun Hydroelectric Power Station.lt points out that under the condition of water storing, there exists complex liquid-solid two phase mutual hydro-geochemical action in the dam foundation seepage field. It reflects the seepage behaviour the effect of the anti-seepage curtain body at the dam foundation and the time--space variation. Consequently the periodical study of the chemical characteristics of the dam foundation groundwater can give help to the analysis of the properties of the large dam during its operation.

本文探讨了陈村水电站近年来坝基地下水质基本特征及演交。指出蓄水条件下,坝址渗流场内存在复杂的液-固两相间的水文地球化学作用,反映了渗流性状、坝基防渗帷幕体的防渗效果及时、空变异。因而定期进行坝基地下水化学特征研究将有助于分析大坝的运行状态。

Foundation pit excavation causes large volume of sand to inlux subsurface into the pit,resultingin surroundig foundation ground caveng,An effective way is to stabilze the sand formation using boreholegrouting method,and fill and reinforce the caving foundation using packing and buried tube grouting method.

基坑开挖后,造成地下砂层向坑内大量涌砂,致使周围建筑基础地基塌陷,用钻孔注浆法加固砂层、填砾埋管注浆法充填加固塌陷地基是一种行之有效的方法。

Elastic beams of foundation ground is one of widely used structural members. Study of impacted beam is being paid attention. An impacting body is considered as semi-infinite elastic rod in former works, which, obviously, is not in conformity with actuality and a finite elastic rod here. The effect of elastic wave is taken into account. By using the Galerkin's principle, relative formulae of displacement of beam, impact force and dynamic load factor are approximately obtained. A calculated example is given...

Elastic beams of foundation ground is one of widely used structural members. Study of impacted beam is being paid attention. An impacting body is considered as semi-infinite elastic rod in former works, which, obviously, is not in conformity with actuality and a finite elastic rod here. The effect of elastic wave is taken into account. By using the Galerkin's principle, relative formulae of displacement of beam, impact force and dynamic load factor are approximately obtained. A calculated example is given and the result is discussed. It is shown that the analysis is correct, is in keeping with reality.

围绕具有初速的有限长弹性杆对初始静止的有限长弹性地基梁的横向冲击问题进行了地讨论。用伽辽金原理近似地求解出有关梁位移、冲击力及动荷系数的计算公式。该公式精确满足弹性杆的一维波动方程,近似满足地基梁的运动方程,能较好地反映工程实际状况。给出了算例并对计算结果进行了分析。

 
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