有關擋土墻 的英文怎麼說

中文拼音 [yǒuguāndǎngtǔ]
有關擋土墻 英文
associated retaining wall
  • 有 : 有副詞[書面語] （表示整數之外再加零數）: 30 有 5 thirty-five; 10 有 5年 fifteen years
  • 關 : Ⅰ動詞1 （使開著的物體合攏） close; shut 2 （圈起來） shut in; lock up 3 （倒閉; 歇業） close down...
  • 擋 : 擋Ⅰ動詞1 （攔住; 抵擋） keep off; ward off; block; resist 2 （遮蔽） cover; block; get in the way...
  • 墻 : 名詞（磚、石等築成的屏障或外圍） wall
  • 有關 : have sth to do with; have a bearing on; relate to; concern; be in [with] relation to; involve; ha...
  1. For the purpose of assisting, within the scope of the first paragraph, existing enterprises that have already developed hot spring utilization in hot spring areas to comply with the provisions of the law concerning building use, the municipal or county ( city ) government with due jurisdiction shall, giving consideration to the development characteristics of the hot spring area as well as public safety, stipulate in the assistance program appropriate provisions concerning the setback distance of their building ( s ) from the foot of a retaining wall, the distance between the outer wall of their building ( s ) and retaining wall facilities, and the setback distance of their building ( s ) from a river bank, and submit these together with the program to the executive yuan for approval

    為輔導第一項?圍內，現有已開發供溫泉使用事業使用之建築物符合相關法令，直轄市、縣（市）政府應考量溫泉區發展特性併兼顧公共安全，就其建築物至擋土墻坡腳間之退縮距離、建築物外墻與擋土墻設施間之距離及建築物座落河岸之退縮距離，于輔導方案中訂定適用規定，併案報請行政院核定。
  2. Widening of the eastbound carriageway of this section of tuen mun road to four lanes with provision of a hard - shoulder and verge, and associated retaining wall and slope works

    擴闊此段屯門公路九方向行車道至四線行車並加設路肩和路旁帶及進行有關的斜坡和擋土墻工程
  3. The retaining wall reclining on the slight slope built on soft foundation is usually used in protecting the shore of river, the contradiction between the lack of impartiality in stress of the base and the small stress allowed by the foundation as well as the lack of stabilization of the breast wall is a hard nut to crack in the engineering. in the paper, a tenon - base is added under the base of the retaining wall, on the study of the choice of the parameters and formulas used in calculation and the research of theory used in calculation, method used to deal with the load, etc, the writer gives a way to crack the nut mentioned above paragraphs and presents a qualitative and quantitative analysis about them, such as the equivalent inner friction - angle ( d ) and the passive press of the clay ( ep ), etc. in the end of the paper, using modern optimization method, a design of the retaining wall reclining on the slight slope built on soft foundation is done, the result is economical, and accords with the fact

    軟基上的仰斜式擋土墻在水利工程河道護岸中經常遇到，仰斜式擋土墻基底偏心應力較大和軟基土地基容許承載力偏小的矛盾以及擋土墻抗滑穩定不足是工程中難以解決的難題。本文在對仰斜式擋土墻設計中有關計算參數的選擇、公式的選用應該注意的問題進行了研究，對河道護岸軟基礎上的仰斜式擋土墻採用凸榫基礎處理的方法，就其計算理論、設計驗算中各荷載的具體處理方法進行了較為細致的研究，提出了解決軟基礎上的水工仰斜式擋土墻難以解決的難題的方法，並對有水情況下粘土等效內摩擦角_ d 、凸榫被動土壓力e _ p等在計算中的取值提出了定性和定量的分析。最後利用現代優化方法對軟基礎上的水工仰斜式擋土墻進行了結構優化設計，得出了符合實際的結果，與其它重力式擋土墻形式進行比較，取得了明顯的經濟效益。
  4. In the second part, having considered reinforcement - soil and faceplate - soil contact elements, nonlinear finite element model of reinforced retaining walls including soil elements, contact elements, faceplate elements and reinforcement elements was established. numerical simulation of a reinforced retaining wall through dynamic finite element method was completed by ansys, and some qualitative conclusions about its dynamic behaviors were gained

    第二部分使用大型通用有限元軟體ansys ，通過引入筋-土、面板-土接觸單元，建立了由土體單元、接觸單元、面板單元和加筋材單元組合的加筋土擋墻非線性有限元模式，進行了動力有限元數值模擬分析，得出了一些關于加筋土擋墻動力響應的定性結論。
  5. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過分析比較，論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點，並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序，以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究，得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論；採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析，重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用，得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論；通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究，得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。
  6. The analysis results indicated that the earth pressure was related to the material in properties pattern, distributed in parabolic pattern, and its value was greater than the active earth pressure

    結果表明，此類擋墻墻背土壓力的分佈與填料及地基材料參數有關，一般呈拋物線形分佈；土壓力的大小遠大於主動土壓力。
  7. The manager is to be given full authority by all the owners to carry out the necessary annual maintenance works on slopes and retaining walls, in accordance with all guidelines issued from time to time by the appropriate governmental authorities and each owner will be obliged to make contributions towards the costs of such works

    管理公司將獲業主授全權根據政府有關部門發出之指引定期檢查及維修斜坡及擋土墻，各業主須分擔檢查及維修之費用。
  8. The influence of cross - correlations among three pairs of soil parameters on the reliability of reinforced retaining wall under various destructive models is discussed in this chapter. the three pairs of soil parameters are ( 1 ) the cohesion and friction angle, ( 2 ) the friction coefficient between fill and geotexile, and friction angle, and ( 3 ) the friction coefficient between fill and ground, and friction angle. the decision making of the reinforced retaining wall is carried on based on reliability theory by taking the minimum cost as the target

    第四章對加筋土擋墻可靠性分析中有關參數的概率特性進行分析，以某加筋土擋墻為例，採用一次二階矩法對筋材抗拉、抗拔，擋墻整體抗傾、抗滑和地基承載力進行可靠性分析，並對兩種加筋方案情況下加筋土擋墻的可靠性進行分析比較;進行土性參數對可靠指標的敏感性分析;分析三對土性參數的互相關性，即土的粘聚力和內摩擦角、填土與筋材的摩擦系數和填土內摩擦角、填土與地基的摩擦系數和填土內摩擦角之間的互相關性對加筋土擋墻不同破壞模式可靠指標的影響。
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