濕開挖 的英文怎麼說

中文拼音 [shīkāi]
濕開挖 英文
wet cut
  • : Ⅰ形容詞(沾了水的或顯出含水分多的) wet; damp; humid Ⅱ名詞(姓氏) a surname
  • : 動詞(用工具或手從物體的表面向里掘取) dig; excavate; scoop
  1. 2. on the basis of analyzing experimental data for slope land of loess plateau in different slope gradient and rain intensity and soil and water conservation tillage measures, using curve - fitting techniques, a soil infiltration rates model was woke out, the accuracy of the model is tested by a series of experiment data, the result of these indicate that the soil infiltration rates model is accurate and has good stability for slope land of loess plateau. 3. using soil infiltration rates and runoff time and wetting frontal surface depth of soil infiltration reflect effect of factor affecting soil infiltration rates

    ( 3 )採用土壤穩定入滲速率、坡面始產流時間、土壤潤鋒面下滲深度三個指標來反映坡耕地土壤入滲影響(土壤性質、土壤初始含水率、地面坡度、降雨強度、積水深度、水土保持耕作措施等)因素效用大小,建立了各因素與三個指標的關系模型,詳細分析了不同水土保持耕作措施強化土壤入滲的影響,其中等高耕作作用最為顯著,其次是人工掏和人工鋤耕。
  2. At last, the law of deformation of pit bottom and surrounding surface in different stress state and in different excavating step is obtained, and the same to the saturatin g process of surrounding soil. to some extent, in predicting the deformation of surrounding soil and retaining structure in construction, in preventing the foundation pit accident from happening, in insuring the security of environment and regular use of pipes underground, and in giving advice to deep loess foundation pit engineering in practice, the conclusion is of theoretical and practical value

    得出了不同應力狀態下和不同步驟時以及基坑周圍土浸過程中黃土深基坑坑底及基坑周圍地表的變形規律,所獲得的結論對于黃土深基坑施工過程中周圍土層及圍護結構的變形預測,防止黃土深基坑事故的發生及周圍環境的安全與地下管道的正常使用,指導黃土深基坑工程的實踐具有一定的理論和實踐參考價值。
  3. Sanyuan xijiao reservoir is a uniform earth dam which was constructed in the loess foundation with high water table, so the dam foundation dewatering is the main technique of the project, digging up soft clay of the dam foundation after dewatering and reducing the water in the clay which was filled in dam are also techniques of the project

    三原西郊水庫大壩是建造在高地下水位黃土地基上的均質土壩,壩基的降水問題是該工程存在的最大技術難題,同時對降水后壩基的軟土和上壩土料的減技術也是其關鍵技術之一。
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