楔形破壞 的英文怎麼說

中文拼音 [xiēxínghuài]
楔形破壞 英文
wedge failure
  • : Ⅰ名詞1. (榫頭) wedge2. (木釘; 竹釘) pegⅡ動詞(楔) wedge
  • : Ⅰ動詞1 (完整的東西受到損傷) be broken; be damaged 2 (使損壞) break; break down; damage 3 (使...
  • : Ⅰ形容詞1 (不好的; 惡劣的; 使人不滿意的) bad 2 (表示程度深 多用在表示心理狀態的動詞或形容詞後面...
  • 破壞 : 1 (使建築物等損壞) destroy; wreck; ruin 2 (使事物受到損害) do great damage to; do harm to; da...
  1. Firstly, according to the natural geology study of the quarry, the control structure planes are determined, which are cut to be building blocks by two sets of main joints. failure can occur due to the intensity weaken of the joint planes caused by excavation relief and rain immersion

    首先研究了采場的自然地質條件,確定了影響邊坡穩定的控制性結構面,即塊體主要由兩組節理切割而成體,由於開挖卸荷及雨水浸泡,致使節理面強度減弱而發生
  2. According to the geological survey on no. 316 national road from zaoyang to shuhe in the southern shaanxi province, five deformation and failure patterns of the slope in soft metamorphic rock are concluded and analyzed in detail, for effective forecast and economical treatment of slope hazard

    本文通過對陜南316國道早陽蜀河段的實地調查,歸納了該路段軟弱變質巖邊坡的變特徵,總結出順層滑動、彎曲傾倒、體滑動、潰曲以及滑移拉裂5種典型的病害模式,並對每種變模式進行了具體的實例分析,從而為邊坡成災預警和選擇經濟有效的治理對策奠定基礎。
  3. Secondly, the finite - element analysis on the typical slope section is performed with establishment of geology model, definition of boundary condition and proper selection of mechanical parameters. the result shows that the slope is of integral stability, and the failure mode mainly comprises infrequent block drop and wedge body breakage. considering the two failure modes of plane failure and wedge body breakage, and stability calculation under different work conditions, the slope stability is discussed and the sensibility ana lysis on its fraction angel and cohesion force is made

    然後通過建立地質模型、確定邊界條件、選擇合理的力學參數,取典型斷面對邊坡進行數值分析,分析結果表明斜坡整體是穩定的,類型以零星掉塊和體失穩下滑為主;為了定量計算邊坡的穩定性,對邊坡兩種類型:單滑面下滑和雙滑面體下滑,考慮不同工況進行穩定性計算,並對摩擦角和粘聚力進行穩定的敏感性分析。
  4. The theoretical model on reinforced earth retaining wall was given. 5. a lateral displacement analysis model about reinforced earth retaining wall that treats the wall ' s face panel as an elastic foundation beam has been presented

    的基礎上,探討了加筋土支擋結構的側向土壓力分佈規律,建立了一種加筋土支擋結構側向變分析的理論模型。
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