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dynamic consolidation foundation中文是什么意思

  • 強(qiáng)夯地基

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  • Appraise the test scheme of dynamic consolidation of each test district before test and make optimization suggestions ; 4 . the grain - size distrilidation of the underlayer of dynamic consolidation has great on consumption of the energy i , the better the dynamic consolidation effect is ; 5 . the deformation effect of dynamic consolidation foundation is that not only the settlement deformation of foundation will decrease greatly after pounding , but residual settlement deformation in each test district are compared , it can be concluded that the deformation stability of foundation of the runway engineering of pu - dong airport can satisfy the design requirment through dynamic consolidation according to optimized test scheme . but the underlayer of dynamic consolidation should be made when pounding
    論文的主要工作和研究認(rèn)識如下: ( 1 )確定必要的強(qiáng)夯施工參數(shù); ( 2 )對既有砂性土又有粘性土地基的最佳夯擊次數(shù)的確定方法進(jìn)行了探討; ( 3 )對試驗(yàn)前各試驗(yàn)小區(qū)的強(qiáng)夯試驗(yàn)方案進(jìn)行了評價(jià),并提出了優(yōu)化建議; ( 4 )強(qiáng)夯墊層材料的級配對夯擊能的消耗有很大影響,級配好的墊層對夯擊能的傳遞比級配差的墊層效果好; ( 5 )強(qiáng)夯地基的變形效應(yīng)主要是指夯后地基不但沉降變形會(huì)大幅度降低,而且剩余沉降變形會(huì)緩慢地發(fā)生; ( 6 )在比較各試驗(yàn)小區(qū)的變形穩(wěn)定性后,按照優(yōu)化后的試驗(yàn)方案進(jìn)行強(qiáng)夯處理,則浦東機(jī)場場道工程地基的變形穩(wěn)定性能滿足設(shè)計(jì)要求,但須在處理時(shí)施加強(qiáng)夯墊層。
  • The foundatims of the runway engineering of pu - dong international airport that had been finished and used are applied as background of this dissertation . the examing results of the tests of single - point pounding , the change of the character of foundation soil after pounding and the observation results of settlement of simulation test to runway surface are deeply analyzed . meanwhile , the monitor informations of deformation and settlement of foundation soil after pounding are analyzed . based on the research results as above , the deformation effect of dynamic consolidation foundation and dynamic consolidation tests are studied deeply and some valuable conclusion are obtained . the main work and research results of this dissertation are as foulows : 1
    本文以已竣工并投入使用的浦東國際機(jī)場場道工程地基為背景,深入分析了單點(diǎn)夯擊試驗(yàn)測試結(jié)果、強(qiáng)夯前后地基土性狀變化、道面模擬試驗(yàn)的沉降觀測結(jié)果,并對強(qiáng)夯后的地基土沉降變形監(jiān)測資料進(jìn)行了分析。在此基礎(chǔ)上,對強(qiáng)夯試驗(yàn)和強(qiáng)夯地基的變形效應(yīng)進(jìn)行了較為深入研究,得出了一些有益的結(jié)論。
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