sliding strength 中文意思是什麼

sliding strength 解釋
抗滑強度
  • sliding : adj. 滑動的；易變的，不穩定的。n. 滑動。
  • strength : n. 1. 力，力量，體力。2. 強度，濃度；長處；（要塞等的）抵抗力。3. 實力；兵力；全體人數，額定人數，編制。4. 筆力；文勢。5. （證券等的）市價堅挺。6. 〈美俚〉（可能有的）利潤。
  1. On the basis of investigations into the progressive yield process and the possible failure modes of rcc gravity dams, the quasi - elasticity design limit state of the ctrtical stability criterion is proposed and the real working state of the dams designed according to the ctriterion is discussed. a check formula using the material strength reducing factor as the safety index and a simplified formula similar to against sliding stability fromula are derived. finally, the corresponding design safety factors are given by using fem calculations with various influence parameters to be taken into account

    本文在研究碾壓混凝土重力壩漸進破壞過程和可能失穩方式的基礎上，提出了以準彈性臨界作為穩定臨界準則的設計極限狀態，分析了按該準則設計的大壩的實際工作狀態，導出了以準彈性強度儲備系數為設計安全指標的審查公式以及形式與抗剪斷公式相同的簡化公式，探討了定量計算考慮各種因素影響的相應設計安全系數的合理取值，並與現行規范方法進行了比較
  2. Other features : vessel head high strength and durability of stainless steel d - rings ; paddle with the sliding lock locks connect parade as more flexible ; stern plate has a unique optimal angle, height and installation of aluminum alloy plate ; rope with haste, be lifesaving ; plus side of durable bull fender, the collision can play protective role

    其他特點：船頭部採用高強度和耐用的不銹鋼d型環；船槳鎖採用滑鎖連接，操所更加靈活；艉板具有獨特的最優角度，高度以及安裝有鋁合金墊板；裝有急用救生繩；船邊加有耐用防撞護舷，在碰撞時能起到保護作用。
  3. The shear strength indexes of and c were obtained for these two embankments, and they demonstrated the reliability of thrust and sliding equilibrium method used to analyze the stability of embankment

    在計算過程中提出4點基本假設，經過現場試驗數據計算分析，論證了假設的成立和推滑平衡分析法應用於填石路堤的正確性，並通過比較得出灰巖作為材料使填石路堤邊坡更為穩定的結論。
  4. Abstract : the comprehensive fem analysis for the shimen arch dam and its abutment is carried out as an example to demonstrate the proposed method utilizing the monitoring data for calculation. based on teh back analysis of permeability coefficient and tensile strength of the seam between dam and foundation, the 3 | d seepage flow and elastoplastic fem analysis of arch dam and its abutment are conducted. the safety factor against sliding of arch dam is determined using some different methods to verify the stability of the dam

    文摘:本文以石門拱壩為例，說明基於原觀資料進行拱壩及其基礎的綜合分析的方法.內容包括：在反演擬合滲透系數和壩與基巖接觸面的抗拉強度參數的基礎上，進行壩址區三維滲流場分析、拱壩與基礎的三維線彈性、彈塑性力學分析，並用多種方法探求了拱壩抗滑穩定安全系數
  5. ( 5 ) rock mass stability analysis on dam abutment of xia luo - yu damsite as follows : in left dam abutment, sideslip control structure has been relatively integrate, and low dip angle jointing did n ' t develop, so integrate sliding deformation control structure could n ' t been formed in three - dimensional space and rock mass stability could n ' t been influenced badly ; in right dam abutment, indicate rock mass distortion was caused by the rock mass mechanics condition, such as specific rock mass structure, compression stress concentrate with high strength and especial landform and so on

    （ 5 ）對下落魚壩址壩肩巖體穩定問題的分析得出：左壩肩巖體雖然具有相對較完整的側滑控制結構，但由於緩傾角節理不發育，故在三維空間上不能形成完整的滑移變形控制結構，亦不會對壩肩巖體穩定性產生嚴重影響：右壩肩巖體復雜變形，是在特定的巖體結構、高強度的壓應力集中及特殊的地形等不可或缺的巖體力學條件下產生的。
  6. Because the distribution of soft soil is very widely, the sliding strength of soft soil is low, the moisture content of soft soil is rich, and the compression of soft soil is large, the handling of soft base is an important problem

    這是由於軟土抗剪強度低，含水量大，壓縮量大，路堤建成后不可避免產生不均勻沉降，影響路面平整度，這樣在行車時會出現跳車現象，既不舒服，又影響安全。
  7. The shear and rheologic tests related to sliding soil within landslide zones are conducted and long - term strength as well as critical strength of acceleration creep are obtained accordingly

    對滑坡滑帶土進行剪切流變試驗，得到長期強度和進入加速蠕變的臨界強度。
  8. For the properties of large thickness, high strength of the landslide mass and the obvious deep deformation in the recent days, based on the coulomb law, the author puts forward a primary control plan in this paper of adopting the rock and soil reinforcement to prevent the deep sliding of the landslide

    針對該滑坡厚度巨大，滑體強度高，近期深部變形較明顯的實情，作者以庫侖定律為基礎，提出採用巖土加固治理滑坡區深部滑移的初步治理方案。
  9. This dissertation got the shear strength of sliding surface of slope by back analysis based on limit equilibrium method. the practical results show that this technique has good effect

    採用極限平衡法對邊坡滑動面的抗剪強度參數進行了反分析，具體工程實踐表明該方法能取得良好的效果。
  10. Because of the former anchorage systems designed according to matching 1860mpa strength strands in the beginning of 90 ", they can not be suitable any more for the super strength strands with 2000mpa. therefore, some accidents occurred such as strands sliding and broken when tensioning. in addition, the advantages of the new materials as their high mechanics performance are not be used completely as the prestressing structures was designed as per the 1860mpa strands, which will result in the waste of materials, in view of the above - mentioned facts, by means of analyzing the development of anchorage systems home and abroad, in connection with the characteristics of the super strength strands ( 2000mpa ), this topic made a research on hvm15 anchorages by theoretical calculation and finite element analysis, and also on the manufacturing process and test

    隨著預應力技術的發展和冶金工業冶煉技術的不斷進步，預應力鋼絞線的強度不斷提高，由原來1470mpa提高到1860mpa ， 90年代末期已出現了2000mpa超高強鋼絞線，而原來的是在90年代初期按抗拉強度為1860mpa的鋼絞線標準設計的，因此，原有的錨具已不能適應現有超高強度2000mpa的鋼絞線強度要求，在工程中出現了斷絲滑移現象，同時，在使用和設計時仍按1860mpa鋼絞線的指標進行設計應用，沒能充分發揮材料的力學性能，造成材料浪費。
  11. The model can reflect the multi - sets feature of the rock masses in practice, consider the influence of the joint orientation and strength to the rock masses deformation feature, and simulate the simultaneous sliding, tension and close behaviors of the multi - sets jointed rock masses extending the joint surface, and reflect the plastic deformation induced the rotation of the principle stress axes. the result can be extended to fractured rock masses with arbitrary set joints

    該模型能反映實際工程中巖體的成組節理特性，考慮節理產狀和強度對巖體變形特性的影響，可用來模擬巖體中多組節理同時存在滑動、張開、閉合的行為，並能反應由於應力主軸旋轉所產生的塑性變形的影響。
  12. The sliding resistance mechanism of deformable earth bodies by means of well point drainage lies in lowering the underground water level to reduce the water content of the earth bodies and raise the shear strength, improve the stability of the deformable earth bodies and increase their sliding resistance

    摘要井點降水常用於地下水位高出開挖建基面許多或含水豐富的土體基坑工程中，井點降水在土質變形體中的抗滑作用機理在於，通過井點降水，降低地下水位，使土體的含水量減少，提高其抗剪強度及變形體的穩定性，增加其抗滑力。
  13. Stability against sliding of large constructions on bedrock usually is controlled by shear strength of concrete - bedrock cement face

    建於巖基之上的大型構築物，其抗滑穩定性受到混凝土基礎與基巖膠結面抗剪強度的控制。
  14. Fenves " 3 - d joint element modei and its constitutive relations are demonstrated and used to simulate the opening, closing and sliding of joints, and the initial pressure and tensile strength at the interface

    論述了三維fenves縫單元模型及縫單元的本構關系，可用以模擬橫縫的張開、閉合和滑移，並可考慮縫面的初始壓力和抗拉強度。
  15. In the paper, the randomness in the constitution of the sliding mass, in the from of sliding and in the shear strength of the sliding surface is considered, the anti - slide reliability of one arch dam is analyzed, and satisfying results are obtained

    文章在考慮滑移體的構成、滑動面抗剪斷強度參數等的隨機性的基礎上，使用可靠度理論，對拱? ?肩抗穩定可靠度進行分析；以某擬拱?為算例，計算結果是比較理想的。
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