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pile相关的网络例句
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This paper bases on the test data of a great volume of large-diameter pile, The behavior of the shaft resistance and base resistance and settlement of large-diameter pile is analyzed .

根据作者所做的大直径桩试验及收集来的大量大直径桩静载荷试桩资料,本文系统研究了大直径桩侧阻力与端阻力的性状,及侧阻力、端阻力与沉降的关系。

Combined with practical engineering,the author introduces the design and construction elements of deepwater high-rise pile cap foundation,and illustrates it from the construction of steel temporary bridge,construction of above-water operating platform and bored cast-in-situ pile,and construction of steel suspension box ,in order to offer a reference for similar engineering.

结合工程概况,介绍了深水高桩承台基础的设计及施工要点,着重从钢便桥修建、水上作业平台及钻孔灌注桩施工、钢吊箱施工等方面进行了阐述,从而为同类工程提供了参考。

Alongshore pile wharf; pile group; resistance effect; siltation time; sediment deposition

顺岸桩基码头;桩群;阻水作用;沉积时间;泥沙淤积

D8g3~Q7Y y0 alongshore pile wharf; pile group; resistance effect; siltation time; sediment deposition

顺岸桩基码头;桩群;阻水作用;沉积时间;泥沙淤积

The method which is used to measure and compute moment, yield and turning angle by steel bar gauge is introduced in detail. According to the measuring results, the horizontal critical load of the testing pile is 120 kN. The steel bar gauge measuring results show that the largest moment is located in the depth from 2 m to 3 m under the horizontal load, it transfers to the deeper location with the increase of the horizontal load, and the bend distortion only occurs in the upper of 1/3 pile length.

结合实际工程详细地介绍了利用钢筋计测试水平荷载作用下桩身弯矩、挠度和转角分布的方法,根据桩顶位移和钢筋内力测试结果判定试验桩的水平临界荷载为120 kN;根据钢筋计测试结果可知,在水平荷载作用下,桩身最大弯矩截面位于在地面以下2~3 m处,且随着荷载的增大最大弯矩截面逐渐向深部转移;发生弯曲变形的部分主要是桩长1/3以上的桩体,而其下的桩体几乎不发生变形。

For composite foundation with compressible piles, based on displacement harmony condition, and combining with load transfer method and approximate solution of differential equation, analysis methods of linear and nonlinear interaction between piles and surrounding soil were suggested. A lot of significative results, for example availability pile length, load distribution between piles and surrounding soil, load distribution among all piles under rigidity pile-cap, load-settlement relation etc, were obtained.

对柔性桩复合地基,是基于位移协调条件,并结合荷载传递法与微分方程的近似解法—子域法,提出了变截面自由单桩与地基土、刚性承台下柔性单桩和变截面柔性单桩与地基土、刚性承台下柔性群桩与地基土线性及非线性相互作用的分析方法,并得到有效桩长、桩与基土的荷载分配及刚性承台下各桩桩顶荷载分配、荷载一沉降关系、荷载传递规律等有意义的结果。

Introducing the application of composite pile in soft soil foundation treatment in F1 Autodrome Project, and giving the main advantages of composite pile, such as less settlement after construction, short period of preloading and direct construction of subgrade.

重点介绍F1赛车场工程采用复合桩基处理软土路基,并说明了复合桩的主要优点,工后沉降少,预压期短,可直接进行路基填筑。

This article illustrates pre-control of construction security of manual digging pile,and introduces construction security control measures of manual digging pile from construction quality of breast wall,process safety technique,blasting,construction demand of electricity,ventilation,and detection of poison gas,in order to ensure safe and smooth implementation of construction.

对人工挖孔桩施工安全事前控制进行了阐述,并从护壁的施工质量、过程安全技术、爆破、施工用电、通风及毒气检测等方面介绍了人工挖孔桩和施工安全控制措施,以保证施工的安全顺利进行。

The effects of the embedded depth and the distance between the front pile and the back pile on the dynamic characteristics of the portal water injection sheet pile are studied.

的影响,埋置深度和它们之间的距离前方桩及背部桩上的动态特性门户注水板桩研究。

Based on four project cases of vibro casing cast-in-place pile in silty sand foundation, the liquefaction of sand and its consequent pile breaking are analyzed, and suggestions on how to adopt value s of the design parameters of a single pile are presented.

摘要以4个在粉砂地基中均采用振动沉管灌注桩的工程为例,分析了施工中砂土的液化及由此引起的断桩,并对单桩设计参数的取值提出了建议。

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相关中文对照歌词
Pile Of Gold
Pile Driver
Burning Pile
Money Pile
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随着死亡的吉他手Schuldiner接受主唱的职务,乐队在现实中树立了重要的影响。

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