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static load tests
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  静载荷试验
     Aimed at the phenomena of floating pile in construction of 100000 m2 high building with prestressed concrete pipe piles,the influence of floating on shaft resistance,toe resistance and bearing capacity of pile were studied through the analysis of static load tests of engineering piles.
     针对某广场10万m2高层建筑在预应力管桩施工中出现大量浮桩的现象,通过对试打桩、工程桩的静载荷试验结果进行对比分析,研究了软土地基中管桩挤土上浮对桩侧阻、端阻和承载力的影响。
短句来源
     Aimed at break-off accidents in static pile engineering,analyzed problems in static load tests and during construction,the author put forward methods to settle the problems,and concrete viewpoints to ensure static piling quality.
     针对某工程桩基采用设计与施工一起投标且施工中出现了一部分断桩,对该静压桩工程中的静载荷试验和对施工中出现的问题进行了分析,提出了解决问题的方法,并对如何保证静压桩的质量提出了具体的看法。
短句来源
     A Study on the Static Load Tests of the Bored Cast-in-Situ Piles of Xijihe Bridge
     西汲河大桥钻孔灌注桩静载荷试验研究
短句来源
     Aimed at break-off accidents in static pile engineering,analyzed problems in static load tests and during construc-tion,the author put forward methods to settle the problems,and concrete viewpoints to ensure static piling quality.
     针对某工程桩基采用设计与施工一起投标且施工中出现了一部分断桩,对该静压桩工程中的静载荷试验和对施工中出现的问题进行了分析,提出了解决问题的方法,并对如何保证静压桩的质量提出了具体的看法。
     The results concerning 70 static load tests of auger bored cast with pressure concrete piles are presented and the values of shaft friction and toe resistance are proposed.
     给出了软土地区 70根长螺旋钻孔压灌粉煤灰混凝土桩的单桩静载荷试验结果 ,由此得到软土地区长螺旋钻孔压灌混凝土桩桩侧阻和桩端阻的取值方法 .
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  静载试验
     Static Load Tests for Pile Foundations of 500 kV Transmission Line Towers of Left Bank Power Station,Three Gorges Dam
     三峡左岸电站500kV输电线路杆塔桩基础静载试验
短句来源
     Assessment and Analysis on Field Static Load Tests of Bridges
     现场桥梁静载试验评定与分析
短句来源
     Study of Static Load Tests of CFRP Stay Cable Anchors
     CFRP斜拉索锚具的静载试验研究
短句来源
     Study on the static load tests of the bored cast in situ piles of Xijihe Bridge
     西汲河大桥钻孔灌注桩静载试验研究
短句来源
     Based on many static load tests on pile foundations in Shanghai,it is discovered that vertical bearing capacity of many piles in soft soil often differs greatly from that calculated based on geological data during interruption period required by construction criterions, though there are some exceptions.
     在上海地区许多项桩基静载试验中 ,发现桩身大部分处于软土中的桩 ,在规范要求的间歇内 ,有时桩的竖向承载力与地质资料提供的计算值相差甚远 ,而有时又基本相符 ,经比对相同休止期不同场地的桩静载试验结果 ,发现地质条件的细微差异 ,可能是造成桩休止期不同的主要因素。
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  “static load tests”译为未确定词的双语例句
     This paper is based upon the results of static load tests on 14 uplift (D=45, 60cm; L = 4.2~12m) and 2 compression (D=60cm, L = 9, 12m) prototype piles in silty clay and silts. Influences of the variation of pile length on ultimate uplift skin friction and development of shaft resistance in uplift and compression versus pile top displacement are discussed.
     本文根据轻亚粘土及粉砂中14根(D-45,60cm,L=4.2~6.0m)抗拔和2根(D=60cm,L=9.0~12m)抗压原型桩的试验结果讨论了桩长对极限抗拔侧摩阻力的影响以及单桩抗拔与抗压侧摩阻力与桩顶位移的发展规律。
短句来源
     The high strain dynamic load tests, vertical static load tests and horizontal load tests for part of PHC trial piles of East China Sea Bridge are described.
     介绍东海大桥部分PHC试桩的高应变动测、竖向静载和水平荷载试验情况。
短句来源
     Through the analysis of static load tests at solid pile composite foundation and on pile and soil between piles according to a condition of deformation(or settlement) equality for cushion layer,pile and soil between piles in forced course of composite foundation,the bearing capacity of pile and soil between piles and the deformation of pad layer and pile are resolved in the paper.
     该文通过对实体桩复合地基静力载荷试验、桩及桩间土的静力载荷试验资料分析,依据复合地基在受力过程中,垫层及桩与桩间土变形(沉降)相等这一条件,解析出桩、桩间土的承载力以及垫层与桩的变形。
短句来源
     Static load tests were carried out with the self-balanced test method on four bored piles of which two use the U-tube base grouting technique, for the second stage of the north bridge approach at the Sutong Yangtze River Bridge.
     苏通长江大桥北引桥二期试桩工程采用自平衡试桩法对4根桩进行了测试,其中2根采用U管桩端压浆技术。
短句来源
     According to the results of self-balanced static load tests,not only base resistances were improved after grouting,but also frictional resistances were improved by bettering the characteristics of soils and interfaces between piles and soils.
     根据自平衡静载测试结果,桩端压浆不仅可提高桩端阻力,还可改善桩周土和桩土接触面的性质,使桩周摩阻力也得到提高。
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  static load tests
After that, the static load tests were performed again.
      
In static load tests, kinks develop quickly with any increase in stress beyond the limit of proportionality.
      
Matched 'pure' creep and static load tests were carried out.
      
Static load tests on some real muscles, which have been carried out in order to validate the mathematical model, are then discussed.
      
The static load tests were conducted in conformity with The Japanese Geotechnical Society standards.
      
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Wave equation analyses have, been widely used in the design and construction of pile foundation of offshore platforms in many countries. In this paper, Smith's finite difference solution of one-dimensional wave equation is applied to two prototype steel pipe testpiles (900 mm o. d. with variable wall thickness and lengths of 69 and 72 m) which were driven with open ends in the Bohai oil field of North China. Calculated results agree reasonably well with field measurements (including the static load test...

Wave equation analyses have, been widely used in the design and construction of pile foundation of offshore platforms in many countries. In this paper, Smith's finite difference solution of one-dimensional wave equation is applied to two prototype steel pipe testpiles (900 mm o. d. with variable wall thickness and lengths of 69 and 72 m) which were driven with open ends in the Bohai oil field of North China. Calculated results agree reasonably well with field measurements (including the static load test performed later) and the influence of variation of some of the parameters on the calculated results is also studied.

近海石油平台的桩基设计与施工中,国际上业已广泛应用波动方程分析。本文将一维波动方程的史密斯差分解应用于华北渤海油田的两根开口打入的原型钢管试桩(外径900毫米,变壁厚、桩长分别为69及72米)。计算结果与现场实测值(包括以后所进行的静荷载试验)相比甚为符合。本文还探讨了计算所用的一些参数变化时对分析结果的影响。

Wave equation analyses have been widely used in the design and construc- tion of pile foundation of offshore platforms in many countries.In this paper, Smith's finite difference solution of one-dimensional wave equation is applied to two prototype steel pipe testpiles(900 mm o.d.with variable wall thickness and lengths of 69 and 72 m)which were driven with open ends in the Bohai oil field of North China.Calculated results agree reasonably well with field measurements(including the static load test performed...

Wave equation analyses have been widely used in the design and construc- tion of pile foundation of offshore platforms in many countries.In this paper, Smith's finite difference solution of one-dimensional wave equation is applied to two prototype steel pipe testpiles(900 mm o.d.with variable wall thickness and lengths of 69 and 72 m)which were driven with open ends in the Bohai oil field of North China.Calculated results agree reasonably well with field measurements(including the static load test performed later)and the influence of variation of some of the parameters on the calculated results is also studied.

近海石油平台的桩基设计与施工中,国际上业已广泛应用波动方程分析。本文将一维波动方程的史密斯差分解应用于华北渤海油田的两根开口打入的原型钢管试桩(外径900毫米,变壁厚、桩长分别为69及72米)。计算结果与现场实测值(包括以后所进行的静荷载试验)相比甚为符合。本文还探讨了计算所用的一些参数变化时对分析结果的影响。

This paper is based upon the results of static load tests on 14 uplift (D=45, 60cm; L = 4.2~12m) and 2 compression (D=60cm, L = 9, 12m) prototype piles in silty clay and silts. Influences of the variation of pile length on ultimate uplift skin friction and development of shaft resistance in uplift and compression versus pile top displacement are discussed.The ratios of skin friction in uplift to that in compression are presented and found to be varying with depths of penetration.Displacement patterns of...

This paper is based upon the results of static load tests on 14 uplift (D=45, 60cm; L = 4.2~12m) and 2 compression (D=60cm, L = 9, 12m) prototype piles in silty clay and silts. Influences of the variation of pile length on ultimate uplift skin friction and development of shaft resistance in uplift and compression versus pile top displacement are discussed.The ratios of skin friction in uplift to that in compression are presented and found to be varying with depths of penetration.Displacement patterns of ground surface around piles of different penetration during uplift are observed.A group efficiency of 0.9 for 2-piles groups with 2D spacing is also suggested.

本文根据轻亚粘土及粉砂中14根(D-45,60cm,L=4.2~6.0m)抗拔和2根(D=60cm,L=9.0~12m)抗压原型桩的试验结果讨论了桩长对极限抗拔侧摩阻力的影响以及单桩抗拔与抗压侧摩阻力与桩顶位移的发展规律。提出了单桩拔、压侧摩阻力比值随桩入土深度变化的数值。观测了不同入土深度的试桩在加载过程中柱周地面的变形。还提供了桩距S=2D的双桩抗拔的桩群效率系数值(η=0.9)。

 
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