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rigid piled造句

"rigid piled"是什么意思   

例句與造句

  1. Study on deflection of rigid piles under lateral loads
    橫向載荷作用下剛性樁變位規(guī)律研究
  2. Three - dimensional limit analysis of lateral bearing capacity of rigid piles
    剛性樁橫向承載力的三維極限分析
  3. The calculation for stress and settlement of the rigid pile composite foundation
    剛性樁復(fù)合地基應(yīng)力及沉降計算
  4. Finite element analysis for seismic response of rigid pile composite foundations
    剛性樁復(fù)合地基抗震性能的有限元分析
  5. Numerical analysis of stress and settlement law of rigid piles composite foundation
    剛性樁復(fù)合地基應(yīng)力及沉降規(guī)律數(shù)值分析
  6. It's difficult to find rigid piled in a sentence. 用rigid piled造句挺難的
  7. The anti - seismic behavior of composite foundation with rigid pile was studied by a shaking table test with the scale factor of 1 / 10
    摘要設(shè)計并完成了剛性樁復(fù)合地基1 : 10比尺的振動臺試驗。
  8. This study reveals that the bearing capacity of rigid pile composite foundation also can be increased by post grouting technique
    因此,鉆孔灌注樁的后注漿技術(shù)同樣可以提高剛性樁復(fù)合地基的承載力。
  9. Some conclusions are obtained as follows : 1 . elastic or rigid pile model of the studied structure is however a relative concept
    通過研究本文得到以下認識: 1 、預(yù)應(yīng)力錨索抗滑樁中的剛性樁模式和彈性樁模式只是一個相對概念。
  10. Loading test results indicate that the bottom resistance increases by about 100 % after grouting in the pile bottom , and the bearing capacity of the rigid pile increases by about 35 %
    實測結(jié)果表明,樁底后注漿處理后,持力層的端阻力提高約100 % ,剛性樁復(fù)合地基承載力提高約35 % 。
  11. Based on the application of post grouting technique in the rigid pile composite foundation , the authors investigated the mechanism of the capacity increase of short rigid pile by this technique
    摘要結(jié)合后注漿技術(shù)在剛性樁復(fù)合地基工程中的應(yīng)用,探討后注漿技術(shù)提高剛性短樁承載力的作用機理。
  12. In consideration of the significance of soil - pile interaction ( spi ) in the research of the theory of the rigid pile composite foundation , a summary is made on current researches on spi at home and aboard
    摘要鑒于樁土相互作用研究在剛性樁復(fù)合地基理論研究中的意義,對國內(nèi)外樁土相互作用研究現(xiàn)狀進行了總結(jié)。
  13. The earthquake response of composite foundation with rigid piles , the deformation behavior of piles and soil , the influence of superstructure , and the effect of the flexible wall container , etc . were discussed
    對剛性樁復(fù)合地基的抗震性能、樁土變形特性、上部結(jié)構(gòu)的影響、柔性容器的效果等問題進行了研究討論。
  14. The complex foundation of the rigid pile coexisted with the flexible pile is a new technical way of the foundation bed treatment and it is a studying hot point for the academic and engineer circles about this aspect
    摘要剛性樁與柔性樁共同作用的復(fù)合地基是一項新的地基處理技術(shù),是現(xiàn)在學(xué)術(shù)界和工程界研究的熱點。
  15. When elastic pile model is employed , the depth of the piles embedded in the slide bed is relatively large , whereas the dimensions of the pile body are relatively small . nevertheless , if rigid pile model is employed , the situation is reverse
    采用彈性樁方案時樁的埋深較大,但樁身截面可適當減?。欢捎脛傂詷斗桨?,樁的埋深淺,但樁身截面大。
  16. The paper is concentrate on bearing behavior and working mechanism of composite foundation with rigid piles by experimental research > theoretical analysis and related discussion according to data of static loading test and settlement observation for composite foundation with rigid piles in practice engineering
    本文通過實驗研究、理論分析及相關(guān)討論,根據(jù)實際工程中剛性樁復(fù)合地基靜力載荷試驗及沉降觀測數(shù)據(jù),對剛性樁復(fù)合地基的性狀和工作原理進行了研究。
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