沉降平衡法 的英文怎麼說

中文拼音 [chénjiàngpínghéng]
沉降平衡法 英文
sedimentation equilibrium method
  • : Ⅰ動詞1 (沉沒; 墜落) sink 2 (沉下 多指抽象事物) keep down; lower 3 [方言] (停止) rest Ⅱ形容...
  • : 降動詞1. (投降) surrender; capitulate 2. (降伏) subdue; vanquish; tame
  • : Ⅰ形容詞1 (沒有高低凹凸 不頃斜) flat; level; even; smooth 2 (高度相同; 不相上下) on the same l...
  • : Ⅰ名詞1 (秤桿) the graduated arm of a steelyard2 (稱重量的器具) weighing apparatus3 (姓氏) a...
  • : Ⅰ名詞1 (由國家制定或認可的行為規則的總稱) law 2 (方法; 方式) way; method; mode; means 3 (標...
  1. On the basis of the monitoring results of land subsidence and calculation of deep groundwater resources by using water balance method, it is shown that the leakage recharge from its upper shallow groundwater account for approximately 38. 2 %, drainage of the clay layers, about 41. 3 %, water release from the aquifers, around 5. 6 % and lateral inflow, some 14. 9 %, of the total groundwater resources

    摘要根據天津原地面監測結果,採用水量均,計算出深層地下水開采量中,淺層地下水越流補給量佔38 . 2 % ,粘土性壓密釋水量佔41 . 3 % ,彈性釋水量佔5 . 6 % ,側向流入量佔14 . 9 % 。
  2. At present, conventional analytic methods of rsrw are based on theory of limit equilibrium, which can not take account of the strength and deformation of structure uniformly, and calculate the displacement of panel, settlement of fill and so on

    加筋土擋墻傳統的分析方建立在加筋土體極限理論基礎上,無將結構的強度和變形統一考慮,無計算面板位移和填土等。
  3. What ’ s more, it is effective way to study the negative friction, the side friction of pile - soil, because its o - cell can be placed any part of the pile. but self - balanced testing method is incapable of acquiring the conventional load - settlement curve, q - s curve, several transformation method have been developed

    但是,自試樁不能直接得出傳統的荷載? ?關系,由此方得到的兩條q ~ s曲線,必須將其轉換為傳統加載的q ~ s曲線后才能分析試樁的量。
  4. ( 3 ) based on the working performance and mutual influence of the system of pcc pile - soil - cushion, pcc pile composite foundation is discussed in elastic method. a new calculation method of composite modulus of the pcc pile composite foundation is developed. furthermore, pile - soil stress ratio and settlement can be derived from the proposed method in this paper

    ( 3 )基於pcc樁?土?墊層所組成的一個工作體系,綜合考慮各部分的工作特性及相互影響,對pcc樁進行整體分析,建立樁體方程,考慮pcc樁在褥墊層及下臥層中的上、下刺入量對復合模量的影響,並通過迭代的方最後確定樁體模量發揮系數,提出了一種求解pcc樁復合地基模量的計算方,進而得到pcc樁復合地基的計算和樁土應力比公式。
  5. Sedimentation equilibrium method

    沉降平衡法
分享友人