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end-bearing pile中文是什么意思

  • 端承椿
  • 深基礎(chǔ)點(diǎn)承樁(臺(tái))
  • 深基礎(chǔ)端承樁

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  • 例句與用法
  • End - bearing pile
    深基礎(chǔ)點(diǎn)承樁臺(tái)
  • At first , based on the results of field pile tests , conclusions are made that the resistance of expanded branches or plates behaves mainly as end - bearing force , and this new type of pile can be classified as multi - end - bearing piles with friction
    首先,通過現(xiàn)場(chǎng)試驗(yàn)結(jié)果,深入分析了擠擴(kuò)支盤樁單樁的荷載傳遞機(jī)理,指出擠擴(kuò)支盤樁的支盤阻力主要體現(xiàn)端承力的性質(zhì),并將擠擴(kuò)支盤樁定性為摩擦多支點(diǎn)端承樁。
  • Novak layer method is introduced to obtain the vertical dynamic impedances of both an end - bearing pile and a floating pile in a homogenous stratum . and the vertical dynamic impedances of single pile are analyzed in homogenous elastic soil , inhomogenous viscoelastic soil homogenous viscoelastic soil . at the same time , the factors to influence the impedances of single pile are examined
    本論文采用novak薄層法,推導(dǎo)了在均質(zhì)地基中,端承單樁和摩擦單樁的動(dòng)阻抗;并全面分析和對(duì)比了均質(zhì)彈性、均質(zhì)粘彈性和非均質(zhì)粘彈性地基模型中的單樁的動(dòng)力阻抗,考察了各種因素對(duì)單樁動(dòng)力阻抗的影響程度。
  • Secondly , on the basis of the theory of rayleigh - love bar , the longitudinal vibration of a large diameter end - bearing pile in saturated soil is investigated considering transverse inertial effect . the vibration of pile considering transverse inertial effect is different from the one not considering this effect significantly at a smaller slenderness
    2 、根據(jù)rayleigh - love桿理論,計(jì)及樁身的徑向變形,研究了飽和土中考慮橫向慣性效應(yīng)的大直徑嵌巖樁縱向耦合振動(dòng)理論,分別在考慮與不考慮橫向慣性效應(yīng)下,比較了大直徑樁縱向振動(dòng)的特性。
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