軟弱的措施 的英文怎麼說

中文拼音 [ruǎnruòdecuòshī]
軟弱的措施 英文
a pill to cure an earthquake
  • 軟 : Ⅰ形容詞1 （質地不硬） soft; flexible; supple; pliable 2 （柔和） soft; mild; gentle 3 （軟弱） we...
  • 弱 : Ⅰ形容詞1 （氣力小; 勢力差） weak; feeble 2 （年幼） young 3 （差; 不如） inferior 4 （接在分數或...
  • 的 : 4次方是 The fourth power of 2 is direction
  • 措 : 動詞1 （安排; 處置） arrange; manage; handle 2 （籌劃） make plans 3 [書面語] （施行） execute; a...
  • 施 : Ⅰ動詞1 （實行; 施展） execute; carry out 2 （給予） exert; impose 3 （施捨） give; hand out; best...
  • 軟弱 : （缺乏力氣; 不堅強） weak; feeble; flabby
  • 措施 : measure; step
  1. This paper introduces foundation pit slope shoring method of soft foundation, control steps of settlement of surrounding structures, leakage - preventing technology of the adjacent lake and handle means of remain backwater

    摘要本文根據工程實例介紹了軟弱地層的基坑邊坡支護方法、防止周邊建築物沉降變形的控制措施、鄰湖防滲技術及殘留滯水的處理方法。
  2. This paper expounds the harms of the tunnel collapse, analyzes on the reasons of the collapse that occurs in the excavation and construction of the soft wall rock, and advances some measures that should be adopted in the construction of soft wall rock from aspects of the excavation, support, improvement, and reinforcement, etc

    闡述了隧道坍塌的危害性，分析了在軟弱圍巖中開挖及施工中坍塌的原因，從開挖、支護、改良、加固等方面，提出了軟弱圍巖施工中應採取的措施和方法。
  3. A pill to cure an earthquake

    軟弱的措施
  4. At present, few research datum about characteristics of this soft and weak soil are made at home and abroad, and less relevant engineering measures are taken. with increase of construction such as railway, highway etc. in the southwest mountain area, it is necessary to have a farther study in this aspect

    目前，國內、外對于這種軟弱土的特性研究資料尚屬少見，相應採取的工程措施也很少提及，隨著西南山區鐵路、公路等工程建設的增加，在這一方面作進一步的研究十分必要。
  5. Meanwhile, the key research topics are focused on how to reduce the differential settlement between the main tall building and the anex on soft ground, where to set the post - cast strip, and what cause the smart change of the internal force of plate under the core canister of tall building. an experiential equation for estimating the maximum moment of plate is advanced. a method for calculating the range and the thickness of the local enganced plate and another experiential equatio n for estimating the increment of maximum moment of the local plate are also suggested

    同時著重就軟弱地基中減小高層建築主裙房之間沉降差異的措施、施工后澆帶的設置位置，以及高層建築核心簡體下筏板內力變化劇烈等問題展開了分析，提出了筏板最大彎矩估算值的經驗公式，獲得了簡體下局部筏板加厚處加厚范圍及加厚厚度的取值方法及加厚處最大彎距增幅估算值的經驗公式，為今後設計同一類型高層建築提供一些借鑒。
  6. According to the test results, the deformation characteristics of level soft - soil foundation and slope soft - soil foundation under the load of embankment are analyzed. the effects of driven piles and stabilizing piles reinforcements are compared. the respective influence of the two reinforcement means upon foundation deformation is discussed and useful suggestions on how to use the two means are finally put forward

    根據試驗結果，分析了水平軟弱土地基與斜坡軟弱土地基在路堤荷載作用下的變形特性；比較了打入樁加固與抗滑樁加固的效果；探討了兩種加固方案的對地基變形的影響，並對兩種加固措施的使用提出了建議。
  7. After analyzing work principle of grundomat hammer, this paper introduces using high - press hydraulic efflux in over - hard soil layer and using lime gun in soft soil layer ( more water ) to enhance adapting capability of grundomat hammer

    過對穿孔錘工作原理的分析，提出在過硬土層採用高壓水射流，在軟弱土層（含水量大土層）中使用粉噴技術的措施來提高穿孔錘的適應能力。
  8. Based on domestic and international researches, this paper have experimental researched on crack - resistance and seismic behaviors of prestressed small - sized concrete hollow block masonry, and below is the concrete contents of research : adopt a finite element analysis soft, and proceed nonlinear finite element analysis to different type and different structure measure of walls. the result expresses that the walls which have window, have stress concentration at the window cape, and easily appear the cracks, the same type walls " carrying capacity of crack - resistance are greatly improved after being prestressed, and compare the different type walls, a problem is discovered that window or hole is consumedly lowered the carrying capacity of crack - resistance and stiffness of wall

    具體研究內容如下：採用有限元分析軟體對不同類型、不同構造措施的墻體進行了非線性有限元分析，結果表明：開窗洞墻體在窗角處存在應力集中，容易開裂；同種類型墻體在施加低預應力度后，其抗裂承載力有較大的提高；不同類型的墻體比較發現，窗洞對墻體抗裂性能、剛度有很強的消弱作用，與試驗結果相符。
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