卸荷期 的英文怎麼說

中文拼音 [xiè]
卸荷期 英文
off load period
  • : 動詞1 (從運輸工具上搬下來) remove cargo or freight; unload; discharge; unlade 2 (把加在人或牲...
  • : 荷名詞(蓮) lotus
  • : 期名詞[書面語]1. (一周年) a full year; anniversary 2. (一整月) a full month
  1. The mechanical genesis of the complicated rock mass is because several times of tectonism in pro - period made the structure of rock mass in the right dam foundation damaged seriously and rock mass alteration made its mechanical character more anisotropy. after that the fractures in the right dam foundation slope were stretched at the beginning of the quaternary period because in the period yakouhoushan mountain quaquaversal dome was blowups quickly. at the same time, the valley trenching of lancang river reach to 800 - 1000 meter in altitude at the right bank in nuozadu dam site

    導致右岸巖體復雜化的成因是,右岸巖體在早遭受了多構造作用和巖體蝕變的基礎上,第四紀早丫口後山穹隆的快速隆起與當時河谷下切至800m 1000m高程這一特殊因素組合引起了右岸巖體沿原有的斷裂(裂隙)張開,使地下水等風化營力能夠到達坡體較深部位,經過長的風化作用,形成了右岸復雜巖體。
  2. Past investigation found the rock in the right dam foundation composing of granite ( _ 4 ~ 3 _ 5 ~ 1 ) in dyas - trias, which has a very complicated mechanical environment. the complicated phenomenon is as follows : tectonism, alteration, rock mass demobilize, rock mass stress release and other factors. because of this several weakness rock zones and a loosen rock mass zone are develop in the right dam foundation

    的調查表明其右岸巖體力學環境復雜,表現為:構成右岸壩基(肩)巖體主體的二迭三迭紀花崗巖( _ 4 ~ 3 _ 5 ~ 1 )受構造變動、蝕變、風化等因素的影響形成了壩基軟弱巖帶和壩肩上部鬆弛巖體。
  3. This two reason accelerated the groundwater infiltration in the right bank slope. so, the weathering agency could have invaded deeply in the right bank slope

    因此,右岸復雜巖體的成因是蝕變? ?構造? ?風化綜合作用的結果。
  4. Jeroen van der veer , chief executive of royal dutch shell , will stay in office a year longer than had been planned and step down in june 2009 , the company said

    蘭皇家殼牌公司表示,該公司首席執行官范德偉的任將比原計劃的時間延長一年,他將於2009年6月任。
  5. By simulating the excavation course of foundation pits and starting with the change of stress field, the regularities of remanent strength and static earth pressure of viscous soil mass under excavated plane are analyzed so that the influence depth due to soil mass excavation unloading may be determined

    摘要模擬基坑開挖過程,由應力場變化方面入手分析開挖面以下粘性土體殘余強度和靜止土壓力的規律性,以確定土體開挖的影響深度。
  6. Therefore, it is of significance in theoretic research and engineering practice to study the long - term strength of soft clayey rocks under immersion and unload

    因而,對此類風化泥質軟巖的浸水和強度的研究,具有十分重要的理論價值和工程實踐意義。
  7. As far as the soft clayey rock, widely distributed in guangdong, is concerned, it will swell after unloaded and soften during immersion. its strength decreases with time after excavation. as a result, the slopes probably lose their stability in a long time, and in deed there are some failure cases reported in engineering

    但對于在廣東頗具代表性的風化泥質軟巖,因開挖外露而導致的浸水軟化和膨脹,會致使邊坡巖土長強度的減損,使得按巖土天然強度指標設計的邊坡的長穩定性無法保障,也造成了一些工程事故。
  8. In this paper, the state - of - the - art on the investigations is summarized and the theoretical system framework of the research contents on green design & green manufacturing is brought forward. and mechanism of pollution emerging in different processes is analysed on the basis of practical processes of production of ck7525 numerical controlled machine tool made in changzhou machine tool general works. applying the theoretical system framework of the research contents on green design & green manufacturing, the slide rail of machine tool is carried on design for disassembly and the lubricate oil way and packing are carried on design for recycling

    本文在總結國內外現有研究狀況的基礎上,建立了綠色設計與製造的研究內容理論體系;並依據常州機床總廠ck7525數控機床的實際生產過程,分析在不同加工過程中污染產生的機理;應用綠色設計與製造的理論體系對機床的導軌進行可拆設計、潤滑油路和包裝可回收性設計;對綠色鑄造粘結劑、綠色熱處理工藝、干切削刀具選用進行試驗分析;應用泛環境函數和金屬材料環境負評價模型對機床的主要材料進行生命周評價。
  9. ( 5 ) another is the long - term predict utilizing the biggest index number lyapunov in the chaotic time series and the whole space method during the steady period of the road foundation load, after the overload of the road foundation finished. meanwhile, contrasts with some mature settlement predict methods, estimating some important section in the engineering synthetically, making sure an ideal outcome of the predict warp, then unload the overload of road foundation and make it satisfy the design request

    ( 5 )路基超載完成後,在路基載穩定間內,利用混沌時間序列中的最大lyapunov指數和全域法進行長預測,同時與一些比較成熟的變形預測方法進行對比,對工程中一些重點斷面進行綜合評判,確定一個較理想的預測結果,從而對路基超載進行載,使其滿足工程設計要求。
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