濕陷性黃土 的英文怎麼說

中文拼音 [shīxiànxìnghuángtǔ]
濕陷性黃土 英文
collapsed loess
  • 濕 : 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
  • 陷 : Ⅰ名詞1 （陷阱） pitfall; trap2 （缺點） defect; deficiency Ⅱ動詞1 （掉進） get stuck or bogged do...
  • 性 : Ⅰ名詞1 （性格） nature; character; disposition 2 （性能; 性質） property; quality 3 （性別） sex ...
  • 黃 : Ⅰ形容詞（像絲瓜花或向日葵花的顏色） yellow Ⅱ名詞1 （指黃河）short for the huanghe river:黃泛區the...
  • 黃土 : [地質學] loess黃土保持 loess conservation; 黃土地 loessland; 黃土地基 loess foundation; 黃土地貌 ...
  1. Code for building construction in collapsible loess zone

    濕陷性黃土地區建築規范
  2. Code for building construction in collapsible loess regions

    濕陷性黃土地區建築規范
  3. Empirical formula of reinforcement depth of dynamic consolidation in collapsible loess foundation treatment

    強夯法處理濕陷性黃土地基加固深度公式探討
  4. The study of rammer method in treating slumping loessal loam

    強夯法在處理濕陷性黃土中的研究
  5. Power tamp method treatment of wet and sunk loess foundation

    濕陷性黃土地基的強夯法處理
  6. Practical design method for large - diameter cast - in - situ piles with enlarged bases in wet - collapsing loess

    濕陷性黃土地區大直徑挖孔擴底灌注樁實用設計方法
  7. An assessment of the collapsibility of the collapsible loess ground

    對濕陷性黃土地基的濕陷性評價
  8. Finally, this paper gives some advice on the treatment method according to the different collapsibility loess foundation

    最後，提出了適合不同濕陷性黃土地基處理的建議方案。
  9. The loess pitfall in the collapsibility loess roadbed is common highway hazard in the area of collapsibility loess. it also brings heavy danger to communication and transportation and belongs to the subject waiting to be solved urgently in the highway engineering too

    濕陷性黃土路基中的下伏陷穴，是濕陷性黃土地區常見的公路災害，給交通運輸也帶來了非常大的危害，是公路工程中亟待解決的課題。
  10. Lime - soil compaction pile foundation belongs to composite one and can obtain obvious technology and economic benefits when it is used to collapsible loess or filled soil, when is widely used in the north - west and north china

    灰土擠密樁屬于復合地基，用於處理厚度較大的濕陷性黃土或填土地基時，可獲得顯著的技術經濟效益，在我國西北和華北地區已廣泛採用。
  11. In accordance with the construction of xi ' ning - huangyuan first class highway and machangyuan - ping ' an high - speed highway, based on a good deal of investigation, this paper studies the geologic character and the main physical mechanics of the collapsibility loess in qinghai. this paper also studies the foundation treatment effect with dynamic consolidation, impact rolling, lime pile and lime - soil cushion. to dynamic consolidation, much attention is given to the relationship between the ramming energy and the effective depth

    本文結合西湟一級公路、馬平高速公路建設，對青海地區濕陷性黃土進行了大量勘探調查，總結研究了青海地區濕陷性黃土的地質結構特點、主要的物理力學性質及其規律；並通過現場試驗，系統地研究了強夯、沖擊碾壓、灰土擠密樁和灰土換填等地基處理方法的施工工藝及處理效果。
  12. Abstract : according to the analysis the reason of plinth subsidence accident of an old ten thousand spindles main workshop of in a spinning mail of lanzhou, this paper introduces the engineering practice and reinforce for slumping loess foundation under the accomplished structures by pressure grout method

    文摘:根據蘭州市某紡織廠老一萬錠主廠房柱基下沉事故的原因分析，介紹了用壓力注漿法加固既有建築物下濕陷性黃土地基的工程實踐與處理效果。
  13. The in - situ test result shows that using the lime - soil pile to treat the collapsible loess under the bridge is feasible

    現場檢驗表明，本文提出的採用灰土樁處理橋基濕陷性黃土地基是可行的。
  14. The radius of the grouting is l ~ 1. 5m, and the pressure is 0. 1 ~ 0. 2mpa. finally, proved by two engineerings, the grouting has a good effect, and is economic

    最後，通過工程實踐證明，將注漿法應用於濕陷性黃土路基暗穴處理是可行的同時也是經濟的。
  15. The application of lime - soil compaction pile in strengthening collapsible loess foundation

    灰土擠密樁加固濕陷性黃土地基的工程應用
  16. The collapsible loess is often met during the construction of the high - grade highway in the loess area, and the main failure is the uneven subsidence of the roadbed and the culvert, which affects the safe usage of the roadbed and the culvert, etc. directed against this, based on the chankou - lanzhou freeway construction, the paper analyzes the application of the composite ground formed by lime - soil pile under the bridge and designs the project, discusses the rules of the contact pressure, the stress ratio of the pile and the soil, compares the p - s curves of one pile, the composite ground formed by one pile and the composite ground formed by two piles based on the in - situ plate loading test, evaluates the bearing capacity of the composite ground of the project

    黃土地區的高等級公路建設中經常遇到濕陷性黃土問題，其病害類型主要是地基土受水浸濕后引起路基、橋臺、涵洞等的不均勻沉降，直接影響路基、構造物等的正常使用。針對此問題，本文依託甘肅讒口至蘭州柳溝河高速公路建設工程，對橋基灰土樁復合地基應用的可行性進行了深入分析，根據具體工程進行了合理的設計與計算，並配合現場靜載荷試驗及壓力盒實測數據，探討了基底應力分佈規律，樁土應力比，變形模量的變化關系，對比分析了單樁、單樁復合和雙樁復合的p ? s關系，對橋基灰土樁復合地基承載力進行了整體評價。
  17. Technical regulation on sodium hydroxide solution grouting for strengthening collapsible loess foundation

    氫氧化鈉堿溶液加固濕陷性黃土地基技術規程
  18. Technical specification for strengthening collapsible loess foundation by sodium hydroxide solution grouting

    氫氧化鈉堿溶液加固濕陷性黃土地基技術規程
  19. Specifications for the design of construction in wet and depressive loess areas

    濕陷性黃土地區建築規范
  20. Application of deep mixing cement pile in collapsible loess subgrade

    深層攪拌水泥樁在濕陷性黃土地基中的應用
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