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滲透破壞英文

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"滲透破壞"怎麼讀用"滲透破壞"造句

英文翻譯手機手機版

  • failure against seepage
  • seepage failure

例句與用法

  • The ground water related breakdown of the deep foundation trench has been studied in detail
    文中對“與地下水滲透破壞有關的深基坑變形破壞機制和主要巖土工程問題”作了專門論述。
  • Firstly , a study is made on the main diseases usualy happened and disposing plan of the dams composed with earth and stone . the principle of anti - seepage of the dams is to block up upside and drain underside
    本文首先探討了土石壩常見病害原因及處理措施,通過分析認為,對于土石壩的滲透破壞,防滲處理的原則是“上堵下排” 。
  • Which avoid the damage to the seepage of interlayer and inner layer of foundation , which is surpass the suggested standard , therefore the meet the seepage stability of overburden foundation can meet the requirement
    使得基礎地層內及其層間部分超出地質建議指標的滲透坡降不致對砂層造成破壞性的滲透破壞,覆蓋層地基的滲透穩定得以滿足要求。
  • For impervious layer , the anti - inrushing stability of the pit is analyzed from the plastic damage of soil , but for semipervious layer , the anti - inrushing stability of the pit is analyzed from the seepage damage of soil
    坑底為不透水層土時,應從土體發生突涌塑性破壞的角度進行分析;坑底為弱透水層土時,應從土體發生突涌滲透破壞的角度進行分析。
  • Thus , the piping - induced failure of two - layer foundation was verified as that : mass flow firstly appears in the upper weakly permeable layer , and then underground erosion and scouring gradually occur from downstream to upstream between the serviously and weakly permeable layers
    從而驗證了二元結構堤基的滲透破壞模式為:首先在上層弱透水層中發生流土,然后在強、弱透水層之間發生自下游向上游的逐步潛蝕沖刷。
  • The basic uneven settlement problem were controlled well , also the anti - liquefied problem of sand layer nearly was solved in this plan . when increasing the basic gravity after the project completion , the proportional lowering of seepage damage of sand in overburden foundation are greatly improved
    基礎不均勻沉降問題也能得到較好控制,防砂層液化問題也基本解決,在工程完建后增加基礎壓重的情況下,覆蓋層基礎中砂層的滲透破壞坡降也大大提高。
  • Through the analysis of the status of huangbizhuang reservoir and other problems , such as its destruction caused by water seeping , and with the reference to the internal successful application , the project adopted the measure of constructing concrete cut - off wall on body and foundation of the auxiliary dam between stake no . 0 + 840 and stake no . 5 + 740
    通過分析黃壁莊水庫現狀及存在的滲透破壞等問題,類比國內成功的工程實例,本工程副壩在樁號0 + 840至5 + 700采用在壩體和壩基建混凝土防滲墻處理措施。
  • Analyses of the monitored seepage data of the sand case dam with clay core of jilihe reservoir show that the impervious effect of the clay core is good , that the blanket in the front of the dam has little impervious effect , and that seepage failure will probably take place because of the weak cutoff groove and the large seepage gradient
    摘要對吉利河水庫粘土心?砂殼壩的滲流觀測資料分析表明,該壩粘土心?的防滲效果較好,但壩前鋪蓋沒起到防滲作用,且截滲槽較薄弱,滲透比降較大,可能發生滲透破壞
  • In this paper , regarding the analysis of stability factors of majiatian tailings fill dam , namely regional geologic structure , rock - soil body of dam foundation , poor geology phenomenon , leach consolidation and chemical consolidation of tailings , seepage water of dam body and king - size flood water of majiatian tailings reservoir , a preliminary demonstration on probability of earthquake liquefaction and seepage failure of dam bodys tailings sand soil , of the dam body failure resulted from abutment landslide and of the flood water overflowing crest , as well as on the contribution of leach consolidation and chemical consolidation of tailings to the stability of dam body has been performed
    通過對馬家田尾礦庫區域地質構造、庫區不良地質觀察、尾礦淋濾固結和化學固結、壩體滲透水和庫區特大洪水等因素對馬家田尾礦堆積壩體穩定性影響的分析,初步論證了壩體尾礦砂土的地震液化、滲透破壞、壩肩滑坡使壩體失穩和洪水漫頂的可能性,以及尾礦淋濾固結和化學固結作用有助于壩體的穩定性。
  • In this paper , regarding the analysis of stability factors of majiatian tailings fill dam , namely regional geologic structure , rock - soil body of dam foundation , poor geology phenomenon , leach consolidation and chemical consolidation of tailings , seepage water of dam body and king - size flood water of majiatian tailings reservoir , a preliminary demonstration on probability of earthquake liquefaction and seepage failure of dam body ' s tailings sand soil , of the dam body failure resulted from abutment landslide and of the flood water overflowing crest , as well as on the contribution of leach consolidation and chemical consolidation of tailings to the stability of dam body has been performed
    通過對馬家田尾礦庫區域地質構造、庫區不良地質觀察、尾礦淋濾固結和化學固結、壩體滲透水和庫區特大洪水等因素對馬家田尾礦堆積壩體穩定性影響的分析,初步論證了壩體尾礦砂土的地震液化、滲透破壞、壩肩滑坡使壩體失穩和洪水漫頂的可能性,以及尾礦淋濾固結和化學固結作用有助于壩體的穩定性。
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