滲慮坑 的英文怎麼說

中文拼音 [shènkēng]
滲慮坑 英文
aoakaway
  • : 動詞(液體慢慢地透過或漏出) ooze; seep
  • : Ⅰ動 (思考) consider; ponder; think over Ⅱ名詞1. (擔憂; 發愁) concern; worry 2. (姓氏) a surname
  1. In addition, based on the biot theory of consolidation and considered the influence of seepage on deep foundation pit excavation, the mathematics model is established, which is applied to the coupling of seepage and stress and considers the free surface of seepage. it is understood that the influence on the stability of foundation pit by groundwater seepage formed during deep foundation pit excavation

    流對基開挖的影響,在biot固結理論的基礎上對基開挖進行了流場與應力場耦合分析,建立了耦合計算模型,由此分析在深基開挖過程中,由降水形成的地下水流對基開挖穩定性的影響。
  2. A new method for the slope stability analysis of foundation pit considering seepage

    流的基邊坡穩定分析
  3. A solid - waste containment system can be simplified as a slope which contains a layer of geomembrane ( which is simplified as interlayer slope in the rest part ). shaking table model test and numerical analysis have been done to study the seismic stability of interlayer slope based on the two - part wedge theory in this paper. many factors which affect the slope stability ratio, including horizontal seismic coefficient, slope angle, soil - geomembrane interaction coefficient, slope length, layer thickness and soil character, have been took into consideration

    填埋場防的邊坡可以簡化成含土工膜夾層的土坡(以下簡稱夾層土坡) ,本文根據「雙滑楔體」理論思想,對夾層土坡的地震穩定性問題進行了較為系統的模型試驗和數值分析,著重考了水平地震系數、夾層土坡坡角、土工膜與覆蓋層土體摩擦系數、夾層邊坡長度和厚度、夾層土坡覆蓋層土體性質等因素對土坡安全系數的影響,並對地震作用下夾層土坡的永久變形進行了初步的研究,給出了對實際工程設計有參考價值的結論。
  4. The stability of expansive soil slope was studied considering the effect of rainfall

    在此基礎上,研究了考降雨入影響的膨脹土基邊坡穩定性問題。
  5. A new calculation chart of water - earth pressure on foundation pit considering groundwater seepage

    地下水流的基水土壓力計算新圖式
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