崩壞作用 的英文怎麼說

中文拼音 [bēnghuàizuòyòng]
崩壞作用 英文
mass wasting
  • : 動詞1 (倒塌; 崩裂) collapse 2 (破裂) crack; burst 3 (崩裂物擊中) hit 4 [口語] (槍斃) shoo...
  • : 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...
  • : Ⅰ動詞1 (使用) use; employ; apply 2 (多用於否定: 需要) need 3 (敬辭: 吃; 喝) eat; drink Ⅱ名...
  • 崩壞 : decay
  1. After researching the loads on dangerous rock synthetically, the author points out the development and collapse mechanism of dangerous rock : the geology foundations that forms dangerous rock are the constructional surfaces such as tectonic fracture 、 relief fissure, soft interlayer etc. the developing of dangerous rock is due to release of in - situ stress in rock 、 aeolation 、 water erosion and root flerry. the main loads leading to collapse of dangerous rock are gravity, water pressure and earthquake force

    在綜合研究危巖上的各種之後,本文提出了危巖的形成和破機理:硬質巖體中構造裂隙、卸荷裂隙、及各種軟弱夾層,結構面的的存在是危巖形成的地質基礎;地應力卸荷、風化、流水侵蝕、植物根劈是危巖發育的主要;重力、水壓力、地震力是危巖塌的主要荷載。
  2. The six sea walls constructed in xiamen seacoast from 1953 to 1979 not only changed original nature environment, but also produced many application quaternary problems : tide - absorbing capacity reducing, and the bay silt up increasing ; the coast erode going into worse, and part of coasts collapsing and falling back ; intertidal zone mangrove disappearing, and ecosystem environment being destroyed ; sand beach in seashore running off severely, quantity of sea water falling, and marine products being reduced sharply

    摘要1953 - 1979年廈門沿海修築的6條海堤不僅改變了原有的良好自然環境,而且產生了諸多應第四紀問題:納潮量減少,港灣淤積加重;海岸侵蝕加劇,部分海岸塌後退;潮間帶紅樹林消失,生態環境遭到破;海濱沙灘流失嚴重,海水質量下降,水產養殖銳減。
  3. Everything was now destined to rot within him, and in the twinkling of an eye he understood what this evil entailed. he saw the ruin brought about by this kind of " leaven " - himself poisoned, his family destroyed, a bit of the social fabric cracking and crumbling

    他頓時意識到這種邪惡所產生的危害,他看到了這種酵素所引起的解體,它毒害了他,他的家庭被破了,社會的一個角落發出嘩啦一聲響,接著塌下來。
  4. The concept of the longitudinal strength of ship hulls has changed and advanced greatly as the study on the failure mechanism of the hull is getting deep. by taking account the failure modes of yielding, buckling and their combination, as well as the non - linear interactions between structural members, the ultimate longitudinal bending moment is defined by the moment corresponding to the point with zero slope on the moment - curvature curve of the ship hull

    但隨著對船舶破機理的認識和研究發現,在研究船體的總縱極限強度時,必須考慮構件的屈曲、屈服等各種可能的破模式,要考慮受壓構件屈曲后及潰后的非線性性能的影響,要考慮組成船體的各個構件發生破的漸進性質和相互等。
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